| [19] |
MISKASA M. The consolidation of soft clay—a new consolidation theory and its application[M]. Tokyo：Kajima Institution Publishing Co.，Ltd，1963：21-26.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [4] |
CROCE P，FLORA A. Jet-grouting effects on pyroclastic soils[J]. Rivista Italiana Di Geotecnica，1998，32(2)：5-14.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [17] |
赵九斋. 连云港软土路基沉降研究[J]. 岩土工程学报，2000，22(6)：643-649.(ZHAO Jiuzhai. Research on settlement of soft clay ground in Lianyungang[J]. Chinese Journal of Geotechnical Engineering，2000，22(6)：643-649.(in Chinese))
|
| [27] |
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 Guanghua. New computation method for soil foundation settlements[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(4)：679-686.(in Chinese))
|
| [2] |
李小杰. 高压旋喷桩复合地基承载力与沉降计算方法分析[J]. 岩土力学，2004，25(9)：1 499-1 502.(LI Xiaojie. Analysis of calculation methods for bearing capacity and settlement of high-pressure chemical churning pile composite foundation[J]. Rock and Soil Mechanics，2004，25(9)：1 499-1 502.(in Chinese))
|
| [7] |
SHEN S L，MIURA N，KOGA H. Interaction mechanism between deep mixing column and surrounding clay during installation[J]. Canadian Geotechnical Journal，2011，40(2)：293-307.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [10] |
中交天津港湾工程研究院有限公司. 具有水下无线传输系统的海上构筑物自动监测技术方法[P]. 中国：ZL201010149403.4，2011-07-27.(Tianjin Port Engineering Institute，China Communications Construction Company Limited. A wireless and automatic method for underwater Offshore structures monitoring[P]. China：ZL201010149403.4，2011-07-27.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [12] |
龚晓南. 复合地基理论及工程应用[M]. 二版. 北京：中国建筑工业出版社，2007：119-123.(GONG Xiaonan. Theory of composite foundations and engineering applications[M]. 2nd ed. Beijing：China Architecture and Building Press，2007：119-123.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [14] |
TAN T S，INOUE T，LEE S L. Hyperbolic method for consolidation analysis[J]. Journal of Geotechnical Engineering，1990，117(11)：1 723-1 736.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [20] |
中华人民共和国国家标准编写组. GB50021—2001岩土工程勘察规范[S]. 北京：中国建筑工业出版社，2009.(The National Standards Compilation Group of People?s Republic of China. GB50021—2001 Code for investigation of geotechnical engineering[S]. Beijing：China Construction Industry Pubic House，2009.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [3] |
KATZENBACH R，WEIDLE A，HOFFMANN H. Jet grouting-Chances of risk assessment based on probabilistic methods[C]// Proceedings of the International Conference on Soil Mechanics and Geotechnical Engineering. [S. l.]：Aa Balkema Publishers，2001：1 763-1 766.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [1] |
CROCE P，FLORA A，MODONI G. Experimental investigations of jet-grouting[J]. Geotechnical Special Publication，2014，412(1)：45-55.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [5] |
SHEN S L，WANG Z F，HORPIBULSUK S，et al. Jet grouting with a newly developed technology：the twin-jet method[J]. Engineering Geology，2013，152(1)：87-95.
|
| [8] |
中交第四航务工程勘察设计院有限公司. 港珠澳大桥主体工程岛隧工程沉管隧道基础工程[R]. 广州：中交第四航务工程勘察设计院有限公司，2012.(CCCC-FHDI Engineering Co.，Ltd.. Main construction of Hong Kong-Zhuhai-Macau Bridge island and tunnel detail design[R]. Guangzhou：CCCC-FHDI Engineering Co.，Ltd.，2012.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [18] |
魏汝龙. 从实测沉降过程推算固结系数[J]. 岩土工程学报，1993，15(2)：12-19.(WEI Rulong. Derivation for coefficient of consolidation from settlement observation[J]. Chinese Journal of Geotechnical Engineering，1993，15(2)：12-19.(in Chinese))
|
| [6] |
SHEN S L，HAN J，DU Y J. Deep mixing induced property changes in surrounding sensitive marine clays[J]. Journal of Geotechnical and Geoenvironmental Engineering，2008，134(6)：845-854.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [9] |
高大钊. 土力学与基础工程[M]. 北京：中国建筑工业出版社，1998：66-101.(GAO Dazhao. Soil mechanics and foundation engineering[M]. Beijing：China Architecture and Building Press，1998：66-101.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [11] |
解林博，许 浩，陈运涛，等. 海上构筑物地基自动监测系统在深水中的密封保护措施[J]. 中国港湾建设，2013，185(2)：40-43.(XIE Linbo，XU Hao，CHEN Yuntao，et al. Seal protection measures for foundation automatic monitoring system in deep water offshore structures[J]. China Harbour Engineering，2013，185(2)：40-43.(in Chinese))
|
| [13] |
SRIDHARAN A，MURTHYAND N S，PRSKASH K. Rectangular hyperbola method of consolidation analysis[J]. Geotechnique，1987，37(3)：355-368.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [15] |
TAN S A. Validation of hyperbolic method for settlement in clays with vertical drains[J]. Soils and Foundations，1995，35(1)：101-113.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [16] |
ASAOKA A. Observational procedure of settlement prediction[J]. Soils and Foundations，1978，18(4)：87-101.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [21] |
王延宁，蒋斌松，胥新伟，等. 挤密砂桩加固水下软土大型原位载荷试验研究[J]. 岩土力学，2015，36(增1)：320-326.(WANG Yanning，JIANG Binsong，XU Xinwei，et al. Experiment study of underwater sand compaction pile composite ground based on in-situ load test[J]. Rock and Soil Mechanics，2015，36(Supp.1)：320-326.(in Chinese))
|
| [23] |
中华人民共和国行业标准编写组. JGJ79—2012建筑地基处理技术规范[S]. 北京：中国建筑工业出版社，2012.(The Professional Standards Compilation Group of People?s Republic of China. JGJ79—2012 Technical code for ground treatment of buildings[S]. Beijing：China Construction Industry Pubic House，2012.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [22] |
钱家欢，殷宗泽. 土工原理与计算[M]. 北京：中国水利水电出版社，1995：200-207. QIAN Jiahuan，YIN Zongze. Principles of soil engineering and computing[M]. Beijing：China Water Conservancy and Hydropower Press，1995：200-207.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [25] |
杨光华，骆以道，张玉成，等. 用简单原位试验确定切线模量法的参数及其在砂土地基非线性沉降分析中的验证[J]. 岩土工程学报，2013，35(3)：401-408.(YANG Guanghua，LUO Yidao，ZHANG Yucheng，et al. 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.(in Chinese))
|
| [24] |
MODONI G，BZÓWKA J. Analysis of foundations reinforced with jet grouting[J]. Journal of Geotechnical and Geoenvironmental Engineering，2012，138(12)：1 442-1 454.
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [26] |
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)：1 927-1 931.(YANG Guanghua. Nonlinear settlement computation of the soil foundation with the undisturbed soil tangent modulus method[J]. Chinese Journal of Geotechnical Engineering，2006，28(11)：1 927-1 931.(in Chinese))
<![CDATA[ <body>Your browse does not support frame!</body> ]]> " target="_blank">
|
| [28] |
杨光华，张玉成，张有祥. 变模量弹塑性强度折减法及其在边坡稳定分析中的应用[J]. 岩石力学与工程学报，2009，28(7)：1 506-1 512. (YANG Guanghua，ZHANG Yucheng，ZHANG Youxiang. Variable modulus elastoplastic strength reduction method and its application to slope stability analysis[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(7)：1 506-1 512.(in Chinese))
|
| [29] |
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 Guanghua，WANG Penghua，QIAO Youliang. 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))
|
2017, Vol. 36 
