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M7.2
事例研究 15 分で読める 3193 語

1948年アシハバート地震: 数十年隠されたソビエト災害

1948 · トルクメニスタン: ASHKHABAD · 🇹🇲 Turkmenistan
マグニチュード
7.2
死者数
110,000
津波
いいえ

放出エネルギー

63.4 atomic bombs

タイムライン

Oct 6, 1948
M7.3 earthquake; 98% of Ashgabat destroyed
Oct 6
110,000 killed (half the city population)
Oct 7
Soviet authorities classify death toll
1948
Official report: 14,000 dead (actual: 110,000)
1988
Glasnost reveals true death toll after 40 years
1995
Niyazov (orphaned in earthquake) becomes president

October 6, 1948: A Capital Flattened in Seconds

At 1:12 AM on October 6, 1948, an earthquake struck the city of Ashgabat — then the capital of the Turkmen Soviet Socialist Republic — with an 震度人・構造物・自然環境への観測された影響から判定される、特定地点における揺れの強さの尺度。震央からの距離が離れるほど小さくなる。 that was assessed at the maximum level on the Soviet seismic scale. The shaking lasted approximately ten to fifteen seconds. In those seconds, the city was almost entirely destroyed.

Ashgabat in 1948 was a Soviet administrative centre of perhaps 150,000 to 200,000 people, built on an ancient site at the foot of the Kopet Dag mountains, near the border with Iran. Its buildings were almost entirely of adobe and mud brick construction — traditional Central Asian materials that had served the region's inhabitants for millennia but that provide almost no seismic resistance. These materials are catastrophically brittle when shaken: they crack, disintegrate, and collapse, burying their occupants under tonnes of debris within the first few seconds of strong ground motion.

Contemporary accounts — suppressed for decades under Soviet secrecy and only fully available after the collapse of the Soviet Union — describe a city that simply vanished in the night. Families sleeping on rooftops, as was common practice in the summer heat, were thrown to the ground. Buildings fell inward on themselves. The darkness and dust were total. Survivors dug out from rubble to find that their streets, their neighbourhoods, their city had ceased to exist.

The マグニチュード地震が放出した総エネルギー量を表す単一の数値。整数値が1増えるごとに、放出エネルギーはおよそ31.6倍になる。 of the earthquake, based on modern analysis of the limited instrumental records available from distant stations operating at the time, is estimated at approximately 7.3 to 7.6 on the moment magnitude scale. The 震央地下で地震が発生した震源の真上にあたる地表の地点。ニュース報道では地震の発生場所としてよく報じられる。 was immediately beneath or very close to the city itself, at a depth of approximately 10 kilometres — shallow enough to concentrate maximum destructive energy directly under the most densely populated areas.

Use Earthquake Energy Calculator to understand the energy release of a magnitude 7.3 to 7.6 event at shallow depth directly beneath a city of 150,000 people.

The Kopet Dag Fault Zone: Iranian-Eurasian Plate Boundary

Ashgabat sits in one of the most seismically active fault zones in Central Asia: the Kopet Dag fault system, where the Arabian-Iranian plate collides with the stable Central Asian block to the north. The Kopet Dag mountains, which rise abruptly from the Kara Kum desert to heights exceeding 2,700 metres, are a geologically young fold-and-thrust belt created by this ongoing 収束型境界2枚のプレートが互いに近づき合うプレート境界。海洋プレートと大陸プレートでは沈み込み帯を、大陸プレート同士では造山運動を、海洋プレート同士では深い海溝を生じる。 collision. The range contains multiple active 逆断層(スラスト断層)圧縮力によって、上盤が下盤に対して上方にずれる断層。傾斜の緩い逆断層(スラスト断層)は、最大級の地震の原因となる。s that have generated destructive earthquakes throughout recorded history.

The specific fault or faults responsible for the 1948 Ashgabat earthquake have been debated by seismologists. The most widely accepted source is the Main Kopet Dag Fault, a major thrust system that runs roughly east-west along the base of the mountains. The geological and geomorphological evidence for this fault's activity is abundant: offset stream channels, scarps in young sediments, and the historical record of earthquakes in the region all point to a fault system capable of generating M7+ events at irregular intervals spanning centuries.

The 収束型境界2枚のプレートが互いに近づき合うプレート境界。海洋プレートと大陸プレートでは沈み込み帯を、大陸プレート同士では造山運動を、海洋プレート同士では深い海溝を生じる。 dynamics of the region mean that compressional stress accumulates steadily in the Kopet Dag fold belt. The Iranian Plateau is moving northward relative to stable Eurasia at approximately two centimetres per year, and much of this convergence is accommodated on the major thrust faults of the Kopet Dag and related ranges in northern Iran and Turkmenistan. The 地震リスク評価特定の地域や構造物について、地震ハザード・建物の脆弱性・想定される損失を評価する過程。ハザードマップ、建物台帳、被害モデルを組み合わせて行われる。 of this zone — including not just Ashgabat but the Iranian cities of Mashhad, Bojnurd, and Quchan on the other side of the range — represents one of the most challenging problems in Central Asian seismology, complicated by the cross-border character of the fault system and the historical difficulty of scientific cooperation across political boundaries.

The 震度人・構造物・自然環境への観測された影響から判定される、特定地点における揺れの強さの尺度。震央からの距離が離れるほど小さくなる。 of the 1948 earthquake — assessed at MSK IX to X at the 震央地下で地震が発生した震源の真上にあたる地表の地点。ニュース報道では地震の発生場所としてよく報じられる。, corresponding to near-total destruction of brick and adobe structures — is consistent with the shallow focal depth and the soil conditions of the Ashgabat basin. The city sits on Quaternary alluvial deposits of the rivers draining the Kopet Dag, and these soft sediments amplify shaking substantially compared with the rock exposures in the nearby mountains. The combination of shallow depth, alluvial amplification, and the worst possible building material in an earthquake — traditional adobe and mud brick — created conditions for catastrophic destruction that could have been predicted by any competent seismological assessment, had any been conducted.

98% Destruction: Adobe and Unreinforced Brick

The scale of physical destruction in Ashgabat in 1948 was almost total. Soviet engineering surveys conducted in the immediate aftermath estimated that approximately 98 percent of all buildings in the city had been destroyed or rendered uninhabitable. The few structures that survived intact were primarily Soviet-era reinforced concrete government buildings constructed in the 1930s and early 1940s — a tiny fraction of the city's overall building stock but a graphic demonstration of the difference in seismic performance between engineered construction and traditional adobe.

[[Unreinforced-masonry]] — adobe, mud brick, and stone masonry without reinforcing steel — is among the most dangerous building materials in earthquake zones. It has essentially zero tensile strength: it can carry compressive loads but has almost no ability to resist lateral forces. When an earthquake applies horizontal accelerations to an 無補強組積造(URM)鉄筋補強のないレンガまたはブロック造の建物で、地震の揺れに極めて脆弱である。URM建物は、世界の地震死者数の大部分を占める。 building, the walls crack and fall outward, the roof drops, and the occupants are buried under tonnes of material. Death rates in collapsed adobe buildings are extraordinarily high because the collapse is rapid and complete, leaving few voids in which survivors can shelter.

In Ashgabat in 1948, this played out at city scale. The estimates of total casualties range enormously — and the reasons for that range are as much political as scientific, as discussed below — but credible modern estimates based on the scale of destruction and the population density suggest between 40,000 and 176,000 people died. The most commonly cited figure of approximately 110,000 deaths would make the 1948 Ashgabat earthquake one of the ten deadliest earthquakes of the 20th century.

The post-earthquake reconstruction in Ashgabat was supposed to use seismically resistant construction — reinforced concrete and engineered brick with proper mortar — rather than traditional adobe. In practice, the pressure to rebuild quickly and the shortage of materials and skilled labour meant that some traditional construction persisted in peripheral areas. The rebuilt Ashgabat was more seismically resistant than the pre-earthquake city, but the process of transitioning a traditional building culture to modern seismic design standards takes generations, not years. The same challenge — replacing fatally vulnerable traditional construction with safer alternatives in communities that lack the economic resources for engineered construction — remains one of the central problems of global earthquake risk reduction today.

The Soviet Cover-Up: 40 Years of Falsified Data

The 1948 Ashgabat earthquake was one of the most thoroughly suppressed natural disasters in the history of the Soviet Union. For forty years, the event was barely mentioned in Soviet publications. The death toll was officially classified. The extent of destruction was concealed. Foreign journalists were denied access to the region. Soviet seismologists who possessed detailed knowledge of the disaster were instructed not to publish their findings in ways that would reveal the true scale of the catastrophe.

The reasons for the cover-up were characteristic of Stalinist information management. The Soviet Union's image as a technologically advanced and efficiently managed state could not accommodate the admission of a disaster on this scale. The deaths of tens of thousands of Soviet citizens in a natural disaster — compounded by the state's own failure to enforce safer construction standards — was inconsistent with the official narrative of Soviet progress and invulnerability. Stalin himself apparently intervened to limit discussion of the event, and the classified death toll was maintained as a state secret for decades.

The seismological consequences of this suppression were severe. The earthquake had been recorded by distant seismograph stations outside the Soviet Union, so the international scientific community knew a major earthquake had occurred. But detailed ground-motion data, 地震計地震波によって生じる地面の揺れを検知し記録する装置。現代のデジタル地震計は、ナノメートル未満の変位も検出できる。 recordings from nearby stations, soil amplification measurements, 地震ハザードマップ特定の期間内に地震の揺れが指定の水準を超える確率を示した地図。技術者・都市計画者・保険会社が地震リスクを評価するために用いる。ping surveys, building performance documentation, and accurate casualty statistics — exactly the information that makes an earthquake scientifically valuable for future 地震リスク評価特定の地域や構造物について、地震ハザード・建物の脆弱性・想定される損失を評価する過程。ハザードマップ、建物台帳、被害モデルを組み合わせて行われる。 — were suppressed within the Soviet Union and unavailable to international researchers for four decades.

This meant that the lessons of Ashgabat — about the catastrophic performance of adobe and mud brick in shallow, near-震央地下で地震が発生した震源の真上にあたる地表の地点。ニュース報道では地震の発生場所としてよく報じられる。 earthquakes; about the dramatically superior performance of engineered construction; about the specific hazard characteristics of the Kopet Dag fault zone — were not systematically incorporated into the scientific literature, building codes, or hazard assessment frameworks that might have protected other communities in similar settings. The suppression of earthquake data is not merely a matter of historical curiosity: it represents a direct cost in future lives, as the scientific knowledge that could save them is withheld from the engineers, planners, and policymakers who could act on it.

Niyazov's Survival: An Orphan Who Became a Dictator

Among the survivors of the 1948 Ashgabat earthquake was an eight-year-old boy named Saparmurat Niyazov, whose parents and several siblings were killed in the collapse of the family home. Niyazov grew up in Soviet orphanages and eventually rose through the ranks of the Communist Party of the Turkmen SSR. When Turkmenistan became independent in 1991, he became its first president, and subsequently transformed himself into one of the most extravagant personality cults in post-Soviet history, adopting the title "Turkmenbashi" — Father of all Turkmens — and renaming months of the year after himself and members of his family.

Niyazov's use of the 1948 earthquake in his public mythology was complex and revealing. On one hand, the earthquake was the defining personal trauma of his childhood — the event that orphaned him and shaped his entire subsequent life. He referenced it repeatedly in public statements and commissioned memorials to the disaster. The official opening of the earthquake survivors' experience to public discussion after decades of Soviet suppression occurred partly under his rule, and was used to burnish his credentials as a leader who acknowledged Turkmenistan's traumatic history.

On the other hand, the manner in which Niyazov controlled the narrative of the earthquake — centralizing its memory in his own biographical story, using it as a source of personal legitimacy, controlling what information was released and how — replicated in some respects the same logic of information management that Soviet authorities had employed in suppressing the disaster four decades earlier. The earthquake became simultaneously more publicly acknowledged and more thoroughly instrumentalized as a political symbol.

The scientific data from the 1948 earthquake — ground motion records, geological surveys of the 断層破壊地震時に断層に沿って岩盤が破断し、蓄積された弾性エネルギーが地震波として放出される現象。破壊の長さは、小規模地震では数メートル、大地震では1,000km以上に及ぶこともある。 area, casualty documentation, and building performance surveys — was not systematically declassified and published during the Soviet period or subsequently under Niyazov. Researchers seeking to use the Ashgabat earthquake as a scientific dataset continue to work with fragmentary and often contradictory information, relying primarily on survivor accounts, foreign diplomatic records, and the limited instrumental data recorded at stations outside the Soviet Union.

Lessons Suppressed: The Cost of Scientific Censorship

The 1948 Ashgabat earthquake is an extreme case of a general problem in seismological history: the suppression or distortion of earthquake data for political reasons. The Soviet Union was not the only regime to conceal earthquake data — various authoritarian governments have done the same — but it provides the most dramatic documented example of the scientific and human costs involved.

The loss of scientific knowledge from the Ashgabat suppression is difficult to quantify precisely, but it can be illustrated by comparison. The 1964 Alaska earthquake (M9.2) — which occurred in a country with free press and open scientific institutions — generated a wealth of published data that transformed understanding of 沈み込み帯1枚のプレートがもう1枚のプレートの下にもぐり込み、マントルへと沈み込む領域。沈み込み帯は世界最大級の地震(M8.5以上)を引き起こし、深い海溝や火山弧を伴う。 mechanics, tsunami generation, and soil response during strong shaking. This data contributed directly to better 地震ハザードマップ特定の期間内に地震の揺れが指定の水準を超える確率を示した地図。技術者・都市計画者・保険会社が地震リスクを評価するために用いる。ping and 耐震基準建物の最低限の耐震安全性を確保するための、設計・建設に関する法的要件の体系。大地震で新たな脆弱性が明らかになるたびに更新される。 improvements that have saved tens of thousands of lives in the decades since.

The 1948 Ashgabat earthquake had several features — the extreme destruction of traditional adobe construction, the soil amplification characteristics of the Kara Kum basin sediments, the specific fault geometry of the Kopet Dag system — that would have been scientifically valuable if properly studied and published. The failure to do so meant that the same lessons had to be relearned from subsequent disasters in similar settings: Iran in 1978 (Tabas, M7.4, approximately 25,000 deaths in adobe villages), Iran in 1990 (Manjil, M7.4, approximately 40,000 deaths), and many others across Central Asia and the Middle East throughout the latter half of the 20th century.

The suppression of the 1948 Ashgabat earthquake data had additional consequences for the Soviet Union's own seismic engineering community. Soviet seismologists who knew the true scale of the disaster were prevented from publishing this knowledge in ways that could have improved construction standards throughout Central Asia. The institutional memory was retained within classified government files, but the diffusion of this knowledge through the scientific community — the mechanism by which such data actually improves practice — was blocked. When subsequent earthquakes struck Soviet Central Asia and eastern Europe in the 1960s, 1970s, and 1980s, they did so without the benefit of the lessons that a properly published Ashgabat study could have provided. The internal scientific cost of the cover-up was not limited to the international community; it was borne by Soviet citizens in the republics most exposed to seismic hazard.

The principle that scientific knowledge about earthquake hazards is most valuable when it is openly shared, peer-reviewed, and accessible to practitioners in all countries — regardless of the political systems governing those countries — was reinforced by the Ashgabat experience. International scientific cooperation in seismology, which has expanded dramatically since the Cold War, has been partly motivated by the recognition that disasters in one country provide data that, if shared, can save lives in others. The 1948 earthquake, properly documented and published, could have accelerated the development of 地震予知と地震予測の違い予知は将来の地震の正確な時刻・場所・規模を特定することを指すが、これは現在のところ不可能である。予測は、ある期間における地震発生の可能性を確率的に見積もるものである。 frameworks, vulnerability models for adobe construction, and 地震ハザードマップ特定の期間内に地震の揺れが指定の水準を超える確率を示した地図。技術者・都市計画者・保険会社が地震リスクを評価するために用いる。s for the Central Asian 収束型境界2枚のプレートが互いに近づき合うプレート境界。海洋プレートと大陸プレートでは沈み込み帯を、大陸プレート同士では造山運動を、海洋プレート同士では深い海溝を生じる。 zones. The cost of its suppression was paid not in Ashgabat in 1948 but in the dozens of subsequent disasters that its lessons could have helped to mitigate.

The Kopet Dag Fault as a Shared Hazard: Iran and Turkmenistan

The Kopet Dag fault system does not respect the international boundary between Turkmenistan and Iran. The same 逆断層(スラスト断層)圧縮力によって、上盤が下盤に対して上方にずれる断層。傾斜の緩い逆断層(スラスト断層)は、最大級の地震の原因となる。 system that produced the 1948 Ashgabat earthquake continues southwestward into Iran, where cities including Mashhad (with a population of nearly 4 million), Bojnurd, and Quchan sit in the immediate vicinity of active fault branches. The 1948 earthquake killed people in Iranian border towns as well as in Ashgabat, and subsequent large earthquakes in the Iranian Kopet Dag — including a M5.9 event in 1997 that killed approximately 1,500 people in Ardekul — have repeatedly demonstrated the bilateral nature of the hazard.

Scientific cooperation between Turkmenistan and Iran on seismic hazard has been constrained by political factors throughout the post-Soviet period, limiting the development of a joint understanding of the shared fault system. Each country's national 地震ハザードマップ特定の期間内に地震の揺れが指定の水準を超える確率を示した地図。技術者・都市計画者・保険会社が地震リスクを評価するために用いる。 is developed independently, with limited cross-border data sharing, even though the most complete picture of the fault system requires observations from both sides of the border. This is a microcosm of a broader problem in earthquake science: active fault systems frequently cross international boundaries, but the scientific and regulatory frameworks for assessing and managing seismic risk are organized at the national level, creating gaps and inconsistencies at borders where the hazard is continuous.

The legacy of the 1948 suppression complicates this cross-border scientific cooperation further. The historical earthquake catalogue for the Kopet Dag zone — which should be a shared scientific resource — is fragmentary and inconsistent between the Soviet/Turkmen and Iranian portions of the record, because the data were managed by different institutions with different data quality standards and different political pressures on what to record and publish. Reconstructing a comprehensive catalogue for the full length of the Kopet Dag fault zone from these disparate sources remains an ongoing scientific project, and one that is essential for accurate 地震リスク評価特定の地域や構造物について、地震ハザード・建物の脆弱性・想定される損失を評価する過程。ハザードマップ、建物台帳、被害モデルを組み合わせて行われる。 of both Ashgabat and Mashhad.

The Post-Soviet Reckoning: Seismic Risk in Central Asia

After the dissolution of the Soviet Union in 1991, Central Asian seismologists and international partners undertook the delayed process of properly assessing and documenting the 1948 Ashgabat disaster. Survivor accounts were collected. Archival records from the Soviet period, including classified engineering reports and mortality statistics, were located and analysed. The first credible published estimates of the death toll — acknowledging the scale of the catastrophe that had been hidden for four decades — appeared in the 1990s and early 2000s.

This post-Soviet reckoning also involved a comprehensive reassessment of seismic hazard in the newly independent states of Central Asia. The Kopet Dag zone straddling Turkmenistan and Iran, the Tien Shan mountains of Kyrgyzstan and Tajikistan, and the Pamir ranges of Tajikistan and Afghanistan are all highly active seismic zones with large, growing populations living predominantly in traditional construction vulnerable to earthquake shaking. New 地震ハザードマップ特定の期間内に地震の揺れが指定の水準を超える確率を示した地図。技術者・都市計画者・保険会社が地震リスクを評価するために用いる。s developed in the 1990s and 2000s — drawing on Soviet-era instrumental data, historical earthquake catalogues, and new geological surveys — provided the foundation for updated building codes in several of these countries.

The speed with which these improved hazard assessments translated into on-the-ground improvements in construction practice has been uneven. In urban areas of the larger cities, modern construction has progressively replaced traditional materials, and Soviet-era reinforced concrete buildings — while often of mediocre quality by Western standards — are far safer than adobe. In rural areas and in the poorest urban neighbourhoods, traditional construction persists. The 1948 Ashgabat disaster, properly understood, should serve as a persistent reminder of what a significant earthquake in this type of building stock produces. Whether that reminder is sufficiently vivid to motivate the sustained policy effort required to change construction practice at scale remains an open question in Central Asian disaster risk management.

The Modern Ashgabat: A City Rebuilt and Rebuilt Again

The city that rose from the rubble of 1948 was itself largely demolished and rebuilt beginning in the early 1990s, when Niyazov embarked on a grandiose programme of urban reconstruction that transformed Ashgabat into one of the most bizarre architectural spectacles in the world. The post-Soviet city features enormous white marble buildings, gold-clad statues of the Turkmenbashi in various poses, a rotating golden figure that always faces the sun, and buildings shaped like stars, crescent moons, and the eight-pointed symbol of Turkmenistan's independence.

Whether this extravagant rebuilt city is more seismically resilient than the adobe city that preceded it is a question that has received less attention than it deserves. The modern buildings are of reinforced concrete and would in principle perform better than adobe in a major earthquake. But the quality of construction in an economy dominated by state control and political connections is not easy to assess independently, and the 地震リスク評価特定の地域や構造物について、地震ハザード・建物の脆弱性・想定される損失を評価する過程。ハザードマップ、建物台帳、被害モデルを組み合わせて行われる。 of modern Ashgabat has not been the subject of transparent, internationally reviewed technical analysis. The Kopet Dag fault zone has not grown less dangerous with the passage of time, and if the Main Kopet Dag Fault produces another M7+ earthquake near the city, the performance of Niyazov's marble and Berdymukhamedov's monuments will finally provide an answer to the question that has not been properly asked.

よくある質問

地震が重要なケーススタディとなるのは、重要な科学的または工学的教訓を提供する場合です。要因には、異常なマグニチュード、予想外の発生場所、独特な被害パターン、多数の犠牲者、二次災害(津波、地すべり)の発生、地震プロセスの理解の進展などが含まれます。

地震の犠牲者数の推計は、政府の報告、赤十字の調査、病院の記録、被災後の調査から得られます。大規模災害では、初期の推計は大幅に修正されることがよくあります。歴史的な地震の死者数はさらに不確実で、情報源によって桁違いに異なることがあります。

連鎖的災害とは、最初の地震によって引き起こされる二次災害のことです。津波、地すべり、液状化、火災(ガス管の破損による)、ダムの決壊、産業事故、疫病の発生などが含まれます。2011年の東北地方太平洋沖地震は、連鎖的災害(津波から原発のメルトダウン)がいかに初期の被害を拡大させうるかを実証しました。

建築基準法は、大地震が既存の設計基準の弱点を明らかにした後に更新されます。1971年のサンフェルナンド地震はコンクリート設計の大幅な改革につながりました。1994年のノースリッジ地震は鉄骨接合部の再設計を促しました。重要な地震は、将来の建築基準法と建設実践を改善するデータを提供します。

ケーススタディは、過去の地震で何がうまくいき、何が失敗したかを記録することで、防災計画に役立てられます。建物の崩壊パターン、インフラの脆弱性、通信の途絶、避難の課題などを明らかにします。同様の地震環境にあるコミュニティは、これらの教訓を活用して独自の防災・対応計画を改善できます。