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本書的主要研究內(nèi)容包括：降雨入滲土坡理論和穩(wěn)定性評價方法、非飽和土滲流變形耦合理論、基于滲流變形耦合的邊坡可靠度分析、裂隙土坡和碎石土坡的降雨入滲和穩(wěn)定性分析、基于隨機場的非均質(zhì)土坡風險評價、預測模型的概率校準。本書的讀者對象主要是巖土力學與巖土工程、工程地質(zhì)領(lǐng)域的科研人員、工程人員以及高等院校相關(guān)專業(yè)的師生，也可供土建、水利水電、冶金、公路、鐵路等領(lǐng)域從事工程地質(zhì)或巖土力學研究的科技人員參考。我國設(shè)有巖土工程和工程地質(zhì)專業(yè)的科研單位和大專院校有上千所，滑坡和邊坡工程是相關(guān)單位工程咨詢和科研的主要方向之一，預計社會需求較大。

　　Several excellent books cover a wide spectrum of unsaturated soil mechanics and its applications to slope engineering， such as " Unsaturated Soil Mechanics in Engineering Practice" by Delwyn Fredlund， Harianto Rahardjo and Murray Fredlund published by Wiley and "llillslope Hydrology and Stability" by Ning Lu and Jonathan Godt published by Cambridge University Press. The new book "Rainfall Induced Soil Slope Failure： Stability Analysis and Probabilistic Assessment" by Lulu Zhang， Jinhui Li， Xu Li， Jie Zhang and Hong Zhu is a new addition which focuses on rain-induced slope failures from a soil mechanics approach. The authors of the book are all very active young researchers in the field of study.
　　The new book concisely presents the fundamental mechanics behind rain- induced soil slope failures： infiltration and evapotranspiration in soil slopes， slope stability under rainfall infiltration， and hydro-mechanical coupled deformation. The concepts and analyses are presented clearly from the first principle with a strong physical sense. Some advanced topics， such as plastic analysis of hydro-mechanical coupled seepage and deformation in unsaturated soil slopes， are approached in a plain manner with hand-on tutorials， which is ideal for graduate students. The analysis of the stability of slopes with cracks is an excellent addition-practitioners are aware of the vital importance of cracks but few have the knowhow to quantify cracks on slopes and their effects on slope stability. The book overall provides the fundamental knowledge to deal with climate-slope interactions and resulting slope failures.
　　The new book also systematically presents the uncertainties involved in the characterization and analysis of rain-induced slope failures. Methods for reliability analysis of slopes under rainfall， including probability concepts， identification of sources of uncertainty， stochastic finite element method and probabilistic model calibration， are introduced. This is a unique feature of the book-it is perhaps the only book that addresses both the mechanics and
　　uncertainties behind rain-induced slope failures.
　　I believe that Rainfall Induced Soil Slope Failure： Stability Analysis and Probabilistic Assessment will serve as an excellent reference for educators， university graduate students， researchers and practitioners.

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