Question

张建民的学术成果

Answer 1

在土动力学基本理论以及结构与土体系统的动力分析、抗震设计和测试技术诸方面取得新成果，主持研发成套试验设备及测试技术。发表SCI和EI期刊论文220余篇、国际会议论文50余篇，用于数十项工程实践和5部设计规范。编著和参编著作3部，获准和公开发明专利25项 1) Zhang Jian-Min, Wang Gang. Large post-liquefaction deformation of sand, Part I: physical mechanism, constitutive description and numerical algorithm, Acta Geotechnica, 2012, 7(2): 67-113
2) Zhang Ga, Wang Liping, Zhang Jian-Min. Dilatancy of the interface between a structure and gravelly soil. Geotechnique, 2011, 61 (1): 75-84.
3) Zhang Jian-Min, Song Fei, Li Deji. Effects of Strain Localization on Seismic Active Earth Pressures. ASCE Journal of geotechnical and Geoenvironmental Engineering. 2010, 136(7): 999-1003.
4) Zhang Ga, Zhang Jian-Min. Modeling of low-cement extruded curb of concrete-faced rockfill dam. Canadian Geotechnical Journal, 2011, 48 (1): 89-97.
5) Tong Zhaoxia, Zhang Jian-Min, Yu Yilin, et.al. Drained Deformation Behavior of Anisotropic Sands during Cyclic Rotation of Principal Stress Axes. ASCE Journal of geotechnical and Geoenvironmental Engineering. 2010, 136(11): 1509-1518.
6) Wang Liping, Zhang Ga, Zhang Jian-Min. Centrifuge model tests of geotextile- reinforced soil embankments during earthquake. Geotextiles & Geomembranes, 2011, 29(3): 222-232.
7) Hu Yun, Zhang Ga, Zhang Jian-Min, Lee C F. Centrifuge modeling of geotextile- reinforced cohesive slopes. Geotextiles and Geomembranes, 2010, 28(1): 12-22.
8) Zhang Ga, Wang Liping, Zhang Jian-Min. Monotonic and cyclic modeling of interface between geotextile and gravelly soil. International Journal for Numerical and Analytical Methods in Geomechanics, 2010, 34 (13): 1346-1361.
9) Wang Rui, Zhang Ga, Zhang Jian-Min. Centrifuge Modelling of Clay Slope with Montmorillonite Weak Layer under Rainfall Conditions. Applied Clay Science. 2010, 50(3): 386-394.
10) Zhang Jian-Min, Zhang Jianhong, Wang Gang, et.al. Safety evaluation of breakwaters based on physical and numerical modelling. Ocean Engineering, 2009, 36(11): 852-862.
11) Zhang Jian-Min, Zhang Jianhong, Wang Gang. Stability of jetties for channel protection in soft soils at Huanghua Port. Ocean Engineering, 2008, 35(17-18): 1716-1726.
12) Yu Yuzhen, Zhang Binyin, Zhang Jian-Min. Action mechanism of geotextile reinforced cushion under breakwater on soft ground. Ocean Engineering, 2005, 32(14-15): 1679-1708.
13) Zhang Ga, Zhang Jian-Min. Numerical modeling of soil-structure interface of a concrete-faced rockfill dam. Computers and Geotechnics, 2009, 36 (5): 762-772.
14) Zhang Ga, Zhang Jian-Min. Constitutive rules of cyclic behavior of interface between structure and gravelly soil. Mechanics of Materials, 2009, 41 (1): 48-59.
15) Zhang Ga, Liang Dongfang, Zhang Jian-Min. Image analysis measurement of soil particle movement during a soil-structure interface test. Computers and Geotechnics, 2006, 33 (4-5): 248-259.
16) Zhang Ga, Zhang Jian-Min. Large-scale apparatus for monotonic and cyclic soil-structure interface test. Geotechnical Testing Journal, 2006, 29 (5): 401-408.
17) Zhang Jian-Min, Shamoto Y, Tokimatsu K. Cyclic critical stress states of sand with nonfrictional effects. Journal of Engineering Mechanics-ASCE, 1999, 125 (10): 1106-1114.
18) Shamoto Y, Zhang Jian-Min, Tokimatsu K. New charts for predicting large residual post-liquefaction ground deformation. International Journal of Soil Dynamics and Earthquake Engineering, 1998, 17 (7-8): 427-438
19) Zhang Ga, Qian Jiyun, Wang Rui, Zhang Jian-Min. Centrifuge model test study of rainfall-induced deformation of cohesive soil slopes. Soils and Foundations, 2011, 51(2): 297-305.
20) Li M, Zhang G, Zhang JM, Lee CF. Centrifuge model tests on a cohesive soil slope under excavation conditions. Soils and Foundations, 2011, 51(5): 801-812.
21) Wang Liping, Zhang Ga, Zhang Jian-Min. Nail Reinforcement Mechanism of Cohesive Soil Slopes Under Earthquake Conditions. Soils and Foundations, 2010, 50(4): 459-469.
22) Zhang Ga, Zhang Jian-Min. Large-scale monotonic and cyclic tests of interface between geotextile and gravelly soil. Soils and Foundations, 2009, 49 (1): 75-84.
23) Zhang Ga, Zhang Jian-Min. Unified modeling of monotonic and cyclic behavior of interface between structure and gravelly soil. Soils and Foundations, 2008, 48 (2): 231-245.
24) Zhang Ga, Zhang Jian-Min, Yu Yilin. Modeling of gravelly soil with multiple lithologic components and its application. Soils and Foundations, 2007, 47 (4): 799- 810.
25) Zhang Ga, Zhang Jian-Min. Monotonic and cyclic tests of interface between structure and gravelly soil. Soils and Foundations, 2006, 46 (4): 505-518.
26) Zhang Jian-Min, Y Shamoto, K Tokimatsu. Seismic earth pressure theory for retaining walls under any lateral displacement. Soils and Foundations, 1998, 38(2): 143-163.
27) Shamoto Y, Zhang Jian-Min, K Tokimatsu. Methods for predicting large residual post-liquefaction ground settlement and horizontal displacement. Special Issue on 1995 Hyogoken-Nambu Earthquake, Soils and Foundations, 1998, 38(2): 69-83.
28) Shamoto Y, Zhang Jian-Min. Evaluation of seismic settlement potential in sand deposits based on concept of relative compression. Special Issue on 1995 Hyogoken-Nambu Earthquake, Soils and Foundations, 1998, 38(2): 57-68.
29) Zhang Jian-Min, Y Shamoto, K Tokimatsu. Evaluation of earth pressures under any lateral deformation. Soils and Foundations, 1998, 38(1): 15-33.
30) Shamoto Y, Zhang Jian-Min, S. Goto. Mechanism of large post-liquefaction deformation in saturated sands. Soils and Foundations, 1997, 37(2): 71-80.
31) Zhang Jian-Min, Y Shamoto, K Tokimatsu. Moving critical and phase transformation stress state lines of saturated sand during undrained cyclic shear. Soils and Foundations, 1997, 37(2): 51-59.
32) Shamoto Y, Y Katsura, K Tamaoki, Zhang Jian-Min. A simplified method for evaluating the effectiveness of compaction piles in sands containing fines. Soils and Foundations, 1997, 37(1): 89-96.
33) Shamoto Y, Zhang Jian-Min, T Kusukame. A simple method for triaxial strain path testing of soils. Soils and Foundations, 1996, 36(2):129-137.
34) Shamoto Y, M Sato, Zhang Jian-Min. Simplified estimation of earthquake-induced settlements in sand deposits. Soils and Foundations, 1996, 36(1): 39-50.
35) Zhang Jian-Min. Transient shear strength of saturated sand under cyclic loading considering strain-rate effect. Soils and Foundations, 1994, 34(4): 51-65 1) 张建民. 砂土动力学若干基本理论探究，第15届黄文熙讲座论文. 2012, 34(1): 1-50.
2) 冯大阔，张建民. 循环直剪条件下粗粒土与结构接触面颗粒破碎研究. 2012, 34(4): 767-773.
3) 冯大阔，张建民. 粗粒土与结构接触面静动力学特性的大型单剪试验研究. 2012, 34(7): 1203-1208.
4) 冯大阔，侯文峻，张建民. 粗粒土与结构接触面切向变形非共轴现象的试验研究. 2011, 33(7): 1066-1071.
5) 冯大阔，侯文峻，张建民等. 法向常刚度切向应力控制接触面动力特性试验研究. 2011, 33(6): 846-852.
6) 李明，张嘎，李焯芬，张建民. 开挖对边坡变形影响的离心模型试验研究. 2011, 33(4): 667-672.
7) 王睿，张嘎，张建民. 降雨条件下含软弱夹层土坡的离心模型试验研究. 2010, 32(10): 1582-1587.
8) 李明，张嘎，李焯芬，张建民. 离心模型试验中边坡开挖设备的研制与应用. 2010, 32(10): 1638-1642.
9) 钱纪芸，张嘎，张建民. 离心场中边坡降雨模拟系统的研制与应用. 2010, 32(6): 838-842.
10) 宋飞，张建民. 各向异性砂土渐近状态试验研究. 2010, 32(4): 551-561.
11) 冯大阔，张嘎，张建民等. 常刚度条件下粗粒土与结构接触面三维力学特性试验研究. 2009, 31(10): 1571-1577.
12) 王丽萍，张嘎，张建民等. 抗滑桩加固黏性土坡变形规律的离心模型试验研究. 2009, 31(7): 1075-1081.
13) 宋飞，张建民，张嘎等. 等应变增量比试验控制功能的开发与实现. 2009, 31(7): 1144-1148.
14) 童朝霞，张建民，于艺林等. 中主应力系数对应力主轴循环旋转条件下砂土变形特性的影响. 2009, 31(6): 946-952.
15) 李国和，张建民，许再良等. 华北平原地面沉降对高速铁路桥梁工程的影响研究. 2009, 31(3): 346-352.
16) 张鲁渝，郑颖人，张建民. 基于面向对象技术的几何建模及其在边坡稳定分析中的应用. 2009, 31(1): 129-134.
17) 童朝霞，于艺林，张建民等. 应力主轴循环旋转对砂土变形特性的影响. 2008, 30(8): 1196-1202.
18) 侯文峻，张嘎，张建民. 面板堆石坝挤压式边墙与面板接触面力学特性研究. 2008, 30(9): 1356-1360.
19) 张连卫，张建民，张嘎. 基于数字图像的粒状材料细观组构特征分析技术. 2008, 30(10): 1555-1559.
20) 张连卫，张建民，张嘎. 基于SMP的粒状材料各向异性强度准则. 2008, 30(8): 1107-1111.
21) 张建民，宋飞. 砂土的压剪效应与渐近状态准则. 2008, 30(2): 166-171.
22) 张连卫，张建民，张嘎等. 二维粒状材料双轴压缩试验系统的研制与应用. 2008, 30(1): 148-152.
23) 张建民，侯文峻，张嘎等. 大型三维土与结构接触面试验机的研制与应用. 2008, 30(6): 889-894.
24) 王刚，张建民. 砂土液化变形的数值模拟. 2007, 29(3): 403-409.
25) 王刚，张建民. 砂土液化大变形的弹塑性循环本构模型. 2007, 29(1): 51-59
26) 张嘎，牟太平，张建民. 基于图像分析的土坡离心模型试验变形场测量. 2007, 29(1): 94-97.
27) 张鲁渝，张建民. 基于Monte Carlo技术的临界滑面搜索算法的实现及改进. 28(7): 857-862.
28) 张建民，王刚. 砂土液化后大变形的机理. 2006, 28(7): 835-840.
29) 张鲁渝，张建民. 边坡稳定分析中组合滑面的构造模型. 2005, 27(8): 855-859
30) 张嘎，张建民. 粗粒土与结构接触面统一本构模型及试验验证. 2005, 27(10): 1175-1184
31) 张嘎，张建民，梁东方. 土与结构接触面试验中的土颗粒细观运动测量. 2005, 27(8): 903-907.
32) 张嘎，张建民. 粗粒土与结构接触面的静动本构规律. 2005, 27(5): 516-520
33) 张建民，张嘎，刘芳. 面板堆石坝挤压式边墙的概化数值模型及应用. 2005, 27(3): 249-253.
34) 张建民，罗刚. 考虑可逆与不可逆性剪胀的粗粒土动本构模型. 2005, 27(2): 178-184.
35) 张建民，于玉贞，濮家骝等. 电液伺服控制离心机振动台系统研制. 2004, 26(6): 843-845.
36) 张嘎，张建民. 循环荷载作用下粗粒土与结构接触面变形特性的试验研究. 2004, 26(2): 254-258
37) 张嘎，张建民. 粗粒土与结构接触面单调力学特性的试验研究. 2004, 26(1): 21-25
38) 张嘎，张建民. 大型土与结构接触面循环加载剪切仪的研制及应用. 2003, 25(2): 149-153
39) 陈胜立，张建民. 横观各向同性饱和地基轴对称Biot固结问题的解析解. 2002, 24(1): 26-30
40) 陈胜立，张建民，陈龙珠. 饱和地基中埋置点源荷载的动力Green函数. 2001, 23(4): 423-426
41) 张建民. 砂土的可逆性和不可逆性剪胀规律. 2000, 22(1): 12-17.
42) 张建民，时松孝次，田屋裕司.饱和砂土液化后的剪切吸水效应. 1999, 21(4): 398-402
43) 张建民，王稳祥. 振动频率对饱和砂土动力特性的影响. 1990, 12(1): 70-80.
44) 张建民，段云秦. 振动三轴试验中仪器系统阻尼力的水试样校正法. 1989, 11(1)：79-84.