3-D stability analysis of colossal collapse of Mt.Hakusan
3-D stability analysis of colossal collapse of Mt.Hakusan
批准号:
06555137
负责人:
OHTA Hideki
金额:
$0.77万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Developmental Scientific Research (B)
财政年份:
1994
资助国家:
日本
项目状态:
已结题
起止时间:
1994 至 1995
中文摘要
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英文摘要
The bodies of mountains are made of rocks which contain a number of cracks with thin layrs of clay. Many of the mountain collapse are triggered by the increase in the water pressure acting on such planes of separation in the rock mass. In order to analyze the mountain collapse, it is needed a computer program which deals with a three dimensional configuration of the rock mass containing a number of plane of separation. In this research project, we have developed a computer program designed for this purpose and apply the program to analyze the colssal collapse of Mt.Hakusan (The White Mountain, 2703m). For a purpose of calibration, many cases of mountain collapse mainly experienced in Noto area where rock materials are extremely weak are analyzed by the developed program. The results of these trial analyzes are basically satisfactory. One of the input data needed in the analysys is the stength of the thin clay material resting in the gap of the planes of separation. We have successfully taken undisturbed samples of thin clay and tested then in a shear box under conditions of constant volume. How to take the samples and how to test them are also the useful harvest of this research project.
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大森晃治・太田秀樹: "山岳崩壊の予測-大自然の驚異・巨大な力のバランスを解析する-" 土木学会誌. No.12. 17-19 (1994)
Koji Omori 和 Hideki Ota:“山崩塌的预测 - 分析自然奇观和巨大力量的平衡”日本土木工程师学会杂志第 12 期 17-19(1994 年)。
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S.Kaneko, Y.Tasaka, H.Ohta, A.Iizuka.: "Evaluation of the Initial Stress State in Soft Clay Considreing the Fluctuation of Underground Pressure Head -2 : Detemination of FEM Analysis." the 28th japan national conference on soil mechanics and foundatiuon e
S.Kaneko、Y.Tasaka、H.Ohta、A.Iizuka.:“考虑地下压力头 -2 波动的软粘土初始应力状态评估:FEM 分析的确定”。
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太田秀樹: "切取軟岩のり面の長期挙動" 土木学会論文集. III-22. 15-24 (1993)
Hideki Ota:“切割软岩斜坡的长期行为”日本土木工程师学会会议记录 III-22(1993 年)。
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Hideki OHTA.etc: "Case Study of a Colossal Rocks Mass Slide Olong Discontinuity Surface." 投稿中. (1996)
Hideki OHTA.etc:“巨型岩石大规模滑动长不连续表面的案例研究”(1996 年)。
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太田秀樹 他4名: "一面せん断の力学的意義と結果の解釈" 直接せん断試験の方法と適用に関するシンポジウム発表論文集. 147-154 (1995)
Hideki Ota 和其他 4 人:“单平面剪切的机械意义和结果的解释”直接剪切试验方法和应用研讨会论文集 147-154 (1995)。
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Role of a constitutive model in the stability problem of clay
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Mechanism of shear band formation in Ko-consolidated clayey soil--experimental and theoretical approaches by naked hollow-cylindrical soil specimen--
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Analysis of sliding mechanism of soil material based on non-coaxial finite deformation theory
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Utilization of unconfined compression strength --- Correction of stress reliese and disturbance in unconfined compression tests ---
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Effect of shear direction and shearing mechanism on undrained shear strength
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海外基金