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上海交通大学出版社内容简介本书是崩塌、滑坡地质灾害稳定性评价新方法研究,全书共分两篇十四章,系统阐述了边坡(滑坡)稳定性评价极限分析法和不稳定岩体(崩塌)稳定性评价计算方法。主要内容包括极限分析上限法原理、土质和岩质边坡稳定性评价极限分析上限解;崩塌地质力学分类、崩塌灾害机理及稳定性评价方法、崩塌灾害危险性分级与分区评价。
Shanghai Jiao Tong University press Content brief introduction This book is collapse, landslide geological disaster stability evaluation of new methods, the book is divided into two fourteen chapters, systematically elaborated the slope (landslide) stability evaluation limit analysis method and unstable rock (Collapse) stability evaluation method of calculation. The main contents include the principle of upper bound method of limit analysis, upper bound solution of limit analysis of soil and rock slope stability evaluation, classification of collapse geomechanics, collapse disaster mechanism and stability evaluation method, hazard classification of collapse hazard and zoning evaluation.