教材与著作:
1. LIU Jia-cia,Lei G.H. One-dimensional consolidation of layered soils with exponentially time-growing drainage boundaries. Computers and Geotechnics,2013,54:202-209. doi: https:// dx.doi.org+j.compgeo.2013.07.009 (SCI, EI)
2. LIU Jia-cia, MA qiang. One-Dimensional Consolidation of Soft Ground with Impeded Boundaries Under Depth-Dependent Ramp Load. Pavement and Geotechnical Engineering for Transportation (ASCE): 2013,GPP 8:127-134. doi: 10.1061/978078 4412817.015
3.刘加才,马强,层状黏弹性地基一维固结特性分析, 土木建筑与环境工程, 第34卷,第3 期, 34-38 页,2012(EI: 20123215324283)
4.LIU Jia-cai, LEI Guo-gang、 MEI Guo-xiong,One-dimensional consolidation of visco-elastic aquitard due to withdrawal of deep-groundwater,Journal of Central South University of Technology,第19 卷,第1 期, 282-286 页,2012(SCI,EI: 20120514729349)
5.刘加才,雷国刚、王育新, 一维软土地基非达西流固结分析, 岩土工程学报, 第33 卷,第7 期, 1117-1122 页,2011(EI: 20113314235095)
6.刘加才、宰金珉、梅国雄、高鸿, 桩周黏弹性土体固结分析, 岩土工程学报,第31 卷,第9 期, 1361-1365 页,2009(EI: 20094512437745)
7.刘加才、高鸿,未打穿竖向排水井地基固结分析,中国公路学报,第22 卷,第2期, 12-17 页,2009(EI: 20091612040782)
8.刘加才,赵维炳、宰金珉、王旭东,双层黏弹性地基一维固结分析,岩土力学,第28 卷,第4 期, 743-746 页,2007(EI: 072210628113)
9.刘加才,施建勇、赵维炳、宰金珉,双层竖井地基半透水边界分析,岩土力学,第28 卷,第1 期, 116-122 页,2007(EI: 071210503022)
10.刘加才,赵维炳、施建勇、宰金珉,竖向排水井地基工后沉降预测,岩土力学,第27 卷,第9 期, 1475-1479 页,2006(EI: 064410214624)
11.Liu J. C.、Zhao W. B.、Zai J. M.,Research on seepage force influence on one-dimensional consolidation,Geotechnical special publication,第 3 卷,第148 期, 203-209 页,2006 (EI: 065110311414)
12.刘加才,赵维炳、明经平、黄家青,均质未贯穿竖井地基粘弹性固结分析,岩石力学与工程学报,第24 卷,第12 期, 1972-1975 页,2005(EI: 05279197242)
13.刘加才,蔡南树、施建勇、艾英钵,成层竖向排水井地基固结分析,岩土力学,第26 卷,第8 期, 1247-1252 页,2005(EI: 05359331410)
14.刘加才,施建勇、赵维炳、Ali H Mahfouz,变荷载作用下未打穿竖井地基固结分析,岩石力学与工程学报,第24 卷,第6 期, 1041-1046 页,2005(EI: 05199092404)
15.刘加才,施建勇,一种竖井地基竖墙化方法,岩土力学,第25 卷,第11 期, 1782-1785页,2004(EI: 05028785690) |