姚鑫, 文冬光, 戴福初, 王献礼, 熊探宇. 2008: 5 12汶川地震震后龙门山山前地表塌陷成因探讨. 工程地质学报, 16(5): 577-583.
    引用本文: 姚鑫, 文冬光, 戴福初, 王献礼, 熊探宇. 2008: 5 12汶川地震震后龙门山山前地表塌陷成因探讨. 工程地质学报, 16(5): 577-583.
    YAO Xin, WEN Dongguang, DAI Fuchu, WANG Xianli, XIONG Tanyu. 2008: DISCUSSIONS ON POSSIBLE CAUSES OF THE FORMATION OF MORE THAN FIFTY GROUND COLLAPSE PITS IN ANXIAN COUNTY IN FRONT OF LONGMENSHAN AFTER THE 5. 12WENCHUAN EARTHQUAKE. JOURNAL OF ENGINEERING GEOLOGY, 16(5): 577-583.
    Citation: YAO Xin, WEN Dongguang, DAI Fuchu, WANG Xianli, XIONG Tanyu. 2008: DISCUSSIONS ON POSSIBLE CAUSES OF THE FORMATION OF MORE THAN FIFTY GROUND COLLAPSE PITS IN ANXIAN COUNTY IN FRONT OF LONGMENSHAN AFTER THE 5. 12WENCHUAN EARTHQUAKE. JOURNAL OF ENGINEERING GEOLOGY, 16(5): 577-583.

    5 12汶川地震震后龙门山山前地表塌陷成因探讨

    DISCUSSIONS ON POSSIBLE CAUSES OF THE FORMATION OF MORE THAN FIFTY GROUND COLLAPSE PITS IN ANXIAN COUNTY IN FRONT OF LONGMENSHAN AFTER THE 5. 12WENCHUAN EARTHQUAKE

    • 摘要: 5 12汶川地震20余天后, 在四川省安县的安昌镇东南的李家院子村附近陆续出现了几十个地表塌陷坑并持续扩大。本文以李家院子地表塌陷坑群为研究对象, 根据其所在的地层、岩性、地下水、溶蚀作用和上覆土体的工程地质特性定性的探讨了该塌陷坑群的成因。初步认定钙质胶结砂砾基岩的存在是地表塌陷的先决条件; 强烈的地震动导致基岩岩体碎裂、解体、塌陷、并压密, 同时出现超孔隙水压力, 这使上层土体失去支持并开始启动塌陷; 余震的地震振动荷载作用导致地下土洞的形成和发展, 地下水的变化起到加速作用; 上覆土体的工程地质特性决定了塌陷坑在地表的浑圆形状。同时本文也注意到机械溶蚀和隐伏断层活动两种诱导因素的可能, 并简要阐述了相关背景依据。

       

      Abstract: Mo re than fifty ground co llapse pits w ere formed in succession about 20 days after the 5. 12 Wen chuan Great E arthquake. They w ere in Lijiayuanzh i v illage at the southeastern o fAnchang town, Anx ian county in front o f Longmen Shan. This paper ana lyzes the possib le reasons o f the p it fo rmation using the propert ies o f strata, rock, g roundw ater, erosion and topso i.l Primarily, it w as the pre- cond ition that the ca lcareous cemented sandy cong lom erate of Jurassic period presented below the g round surface. The rock co llapse and excess porew ater pres sure caused by serious seism ic groundmo tion w ere the start- up factors. A ftershocks resu lted in the emergence and deve lopment of so il holes. Furthermore, groundw ater change acce lerated th is process. Las,t the soil eng ineering properties determ ined the shape o f the pits. A t the same t ime, this paper a lso pays attent ion to other possible rea sons inc lud ing buried fault activ ity and soil particle loss due to groundw ater flow. The paper presents the relavant background evidences. It is desirab le that th is paperwould bring some innovative ideas to find out the real reasons of the p it format ion.

       

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