Citation: | YANG Guang-hua, LUO Yi-dao, ZHANG Yu-cheng, WANG En-qi. Determination of parameters for tangent modulus method using simple in-situ test and its application in nonlinear settlement analysis on sandy soil[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 401-408. |
[1] |
DBJ 15312003建筑地基基础设计规范[S]. 北京: 中国建筑工业出版社, 2003.( DBJ 15312003 Technical code for designing of building foundation[S]. Beijing: China Architecture and Building Press, 2003.((in Chinese))
|
[2] |
SJG 188 深圳地区建筑地基基础设计试行规程[S]. 深圳, 1999.( SJG 188 Testing code for design of building foundation in Shenzhen area[S]. Shenzhen, 1999.((in Chinese))
|
[3] |
JGJ 699高层建筑箱形与筏形基础技术规范[S]. 北京:中国建筑工业出版社, 2002.( JGJ 699 Technical code for tall building box foundations and raft foundations[S]. Beijing: China Architecture and Building Press, 1999.((in Chinese))
|
[4] |
DBJ0150192 北京地区建筑地基基础勘察设计规范[S]. 北京, 1992.( DBJ0150192 Code for investigation and design of building foundation in Beijing area[S]. Beijing, 1992.((in Chinese))
|
[5] |
SCHMERTMANN J H. Static cone to compute settlement over sand[J]. J Soil Mech Found Div, ASCE,1970, 96(8):1011.
|
[6] |
焦五一. 地基变形计算的新参数弦线模量的原理和应用[J]. 水文地质及工程地质, 1982,1:30-33. (JIAO Wu-yi.
A new parameter in the calculation of subgrade settlement-theory and application of the chord-modulus[J]. Hydrogeology and Engineering Geology, 1982, 1: 30-33.( in Chinese)) |
[7] |
杨光华. 关于对地基沉降计算的新方法的讨论的答复[J]. 岩石力学与工程学报, 2009,28(10):2157-2158. (YANG Guang-hua.
Replay to discussion on new computation method for soil foundation settlements[J]. 2009, 28(10): 2157-2158.( in Chinese)) |
[8] |
杨光华. 地基非线性沉降计算的原状土切线模量法[J]. 岩土工程学报, 2006,28(11):1927-1931. (YANG Guang-hua.
Nonlinear settlement computation of the soil foundation with the undisturbed soil tangentmodulus method[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1927-1931.( in Chinese)) |
[9] |
杨光华,王鹏华,乔有梁. 地基非线性沉降计算的原状土割线模量法[J]. 土木工程学报, 2007,40(5):49-52. (YANG Guang-hua, WANG Peng-hua, QIAO You-liang.
An undisturbed-soil secant modulus method for calculation of nonlinear settlement of soil foundations[J]. China Civil Engineering Journal, 2007, 40(5): 49-52.( in Chinese)) |
[10] |
杨光华. 基础非线性沉降的双曲线模型法[J]. 地基处理, 1997,8(1):50-53. (YANG Guang-hua.
The hyperbolic model for estimating nonlinear settlement of foundation[J]. Ground Improvement, 1997, 8(1): 50-53.( in Chinese)) |
[11] |
杨光华. 残积土上基础非线性沉降的双曲线模型的研究[C]//第七届全国岩土力学数值分析与解析方法讨论会论文集. 大连: 大连理工大学出版社, 2001:168-171. (YANG Guang-hua.
A study on hyperbolic model for estimating nonlinear settlement of foundation on residual soil[C]// Proceeding of the Seventh National Conference on Numerical Analytical Methods in Geomechanics, Dalian: Dalian University of Technology Press, 2001: 168-171. (in Chinese))in Chinese)) |
[12] |
杨光华. 软土地基非线性沉降计算的简化法[J]. 广东水利水电, 2001(1):3-5. (YANG Guang-hua.
The simplified nonlinear settlement computation method for soft foundation[J]. Guangdong Water Resources and Hydropower, 2001(1): 3-5.( in Chinese)) |
[13] |
杨光华. 地基沉降计算的新方法[J]. 岩石力学与工程学报, 2008,27(4):679-686. (YANG Guang-hua.
New computation method for soil foundation settlements[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2008, 27(4): 679-686.( in Chinese)) |
[14] |
彭长学,杨光华. 软土e-p曲线确定的简易方法及在非线性沉降计算中的应用[J]. 岩土力学, 2008,29(6):1706-1710. (PENG Chang-xue, YANG Guang-hua.
A simplified method for determining e-p curve of soft soil and its application to analyzing nonlinear settlement of foundation[J] Rock and Soil Mechanics, 2008, 29(6): 1706-1710. (in Chinese))in Chinese)) |
[15] |
杨光华,王俊辉. 地基非线性沉降计算原状土切线模量法的推广和应用[J]. 岩土力学, 2011,32(增刊1):33-37. (YANG Guang-hua, WANG Jun-hui.
Application of undisturbed soil tangent modulus method for computing nonlinear settlement of soil foundation[J]. Rock and Soil Mechanics, 2011, 32(S1): 33-37.( in Chinese)) |
[16] |
刘 琼,杨光华,刘 鹏. 基于原位旁压试验的地基非线性沉降计算方法[J]. 广东水利水电, 2010(7):4-6. (LIU Qiong, YANG Guang-hua, LIU Peng. Nonlinear settlement computation of the soil foundation based on in-situ testing[J]. Guangdong Water Resources and Hydropower, 2010(7)
|
[17] |
BRIAUD J L, GIBBENS R M. Predicted and measured behavior of five spread footings on sand[C]// Proceedings of a Prediction Symposium Sponsored by the Federal Highway Administration, Settlement94 ASCE Conference. Texas A & M University, USA,1994.
|
[18] |
American Society for Testing and Materials Committee on Standard. ASTM D4719S tandard test method for prebored pressuremeter testing in soils[S]. 2000.
|
[19] |
TB100182003铁路工程地质原位测试规程[S]. 北京: 中国铁道出版社, 2003.( TB100182003 Code for in-situ measurement of railway engineering geology[S]. Beijing: China Railway Press, 2003.((in Chinese))
|
[20] |
徐 超,石振明,高彦斌,等. 岩土工程原位测试[M]. 上海: 同济大学出版社, 2005.(((XU Chao, SHI Zheng-ming, GAO Yan-bin, et al. Geotechnical engineering In-situ test[M]. Shanghai
|