Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 35 Issue 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
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.
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.
shu

Determination of parameters for tangent modulus method using simple in-situ test and its application in nonlinear settlement analysis on sandy soil

  • 1. Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510610, China; 2. School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China; 3. Shenzhen Geotechnical Investigation & Surveying Institute Co., Ltd., Shenzhen 518028, China; 4. The Geotechnical Engineering Technology Center of Guangdong Province, Guangzhou 510610, China

More Information
  • Received Date: May 17, 2012
  • Published Date: March 24, 2013
    Graphical Abstract
    • Abstract
  • Foundation settlement calculation has been a hot and difficult problem in geotechnical engineering study. The difficulty lies in large differences between the geotechnical parameters of indoor tests and in-situ tests. Especially for the sand foundation and hard clay foundation with high structural strength, there is a large error between calculated settlement based on the laboratory test parameters and the actual one. The tangent modulus method based on the in-situ plate loading tests to determine the calculation parameters can overcome this shortcoming and reflect the non-linearity of foundation settlement, which is a new progress of foundation settlement calculation. However, compared with other tests, the in-situ plate loading tests have more difficulties, and it is also difficult to reflect the characteristics of deep soils. By using the systematic geotechnical test data by Riverside Campus, Texas A & M University, United States, the feasibility of the tangent modulus method for calculating the nonlinear settlement of sand foundation is examined, and then the tangent modulus method by adopting lateral pressure tests and static cone penetration tests to determine different soil layers is studied and lastly the results of loading tests on different plate sizes are verified. The results show that the calculated parameters needed in the tangent modulus method determined by the lateral pressure tests and static cone penetration tests are feasible. In addition, when they are used in the tangent modulus method to calculate the load experimental curves of different plate sizes, the calculated nonlinear curves have good consistency with experimental ones. This method is a simple and easier access to deep soil parameters, providing an easier way of the determination of the parameters of the tangent modulus method. It is of great significance in solving problems of foundation settlement calculation and in promoting
    • FullText(HTML)
    • References (20)
  • [1]
    DBJ 15—31—2003建筑地基基础设计规范[S]. 北京: 中国建筑工业出版社, 2003.( DBJ 15—31—2003 Technical code for designing of building foundation[S]. Beijing: China Architecture and Building Press, 2003.((in Chinese))
    [2]
    SJG 1—88 深圳地区建筑地基基础设计试行规程[S]. 深圳, 1999.( SJG 1—88 Testing code for design of building foundation in Shenzhen area[S]. Shenzhen, 1999.((in Chinese))
    [3]
    JGJ 6—99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 6—99 Technical code for tall building box foundations and raft foundations[S]. Beijing: China Architecture and Building Press, 1999.((in Chinese))
    [4]
    DBJ01—501—92 北京地区建筑地基基础勘察设计规范[S]. 北京, 1992.( DBJ01—501—92 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, Settlement’94 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]
    TB10018—2003铁路工程地质原位测试规程[S]. 北京: 中国铁道出版社, 2003.( TB10018—2003 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
    • Related Articles

  • Related Articles

    [1]CHEN Kai, YAO Yangping, ZHU Binglong. Practical prediction method for settlement considering whole consolidation process[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 103-106. DOI: 10.11779/CJGE2024S20019
    [2]ZHANG Yu-wei, SONG Zhan-ping, XIE Yong-li. Prediction model for soil-water characteristic curve of loess under porosity change[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2017-2025. DOI: 10.11779/CJGE202211007
    [3]HE Jia-qi, LIN Man-qing, LIU Xi-qi, ZHANG Lan, ZHANG Dian-ji, XIONG Wen, PENG Ya-li. New method for introducing gradient stress into rock-burst prediction[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(11): 2098-2105. DOI: 10.11779/CJGE202011015
    [4]ZHOU Feng-xi, SHAO Yan-ping, MUSA Abdallah Ibrahim Ahmed. Logistic model for isotropic consolidation curve of soils[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 976-980. DOI: 10.11779/CJGE202005021
    [5]LIU Hai-ming, ZHOU Xiao-gui, WANG Zhong-wei, HUANG Di, YANG Huai-hao. Prediction of subgrade settlement using PMIGM(1,1) model based on particle swarm optimization and Markov optimization[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 205-208. DOI: 10.11779/CJGE2019S1052
    [6]TAO Gao-liang, CHEN Yin, YUAN Bo, GAN Shi-chao, WU Xiao-kang, ZHU Xue-liang. Predicting soil-water retention curve based on NMR technology and fractal theory[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1466-1472. DOI: 10.11779/CJGE201808012
    [7]LIU Chen-hui, ZHOU Dong, WU Heng. Measurement and prediction of temperature effects of thermal conductivity of soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1877-1886.
    [8]ZHU Zhiduo, ZHOU Lihong. Application of Logistic model in settlement prediction during complete process of embankment construction[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 965-969.
    [9]JIN Zhiren. Prediction of sand liquefaction based on distance discriminant analysis and its application[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 776-780.
    [10]Wang Yuemin, Tang Jinghua, Ling Jianming. Study on prediction method for reservoir bank caving[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 569-571.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return