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有效应力原理在中国的应用实例

陈愈炯

陈愈炯. 有效应力原理在中国的应用实例[J]. 岩土工程学报, 2015, 37(9): 1674-1677. DOI: 10.11779/CJGE201509015
引用本文: 陈愈炯. 有效应力原理在中国的应用实例[J]. 岩土工程学报, 2015, 37(9): 1674-1677. DOI: 10.11779/CJGE201509015
shu
CHEN Yu-jiong. Examples of application of effective stress principle in China[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1674-1677. DOI: 10.11779/CJGE201509015
Citation: CHEN Yu-jiong. Examples of application of effective stress principle in China[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1674-1677. DOI: 10.11779/CJGE201509015
shu

有效应力原理在中国的应用实例  English Version

  • 中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京 100048

基金项目: 国家自然科学基金青年基金项目（51208211）; 中央高校基本科研业务费专项资金项目（2014ZZ0011）; 亚热带建筑科学国家重点实验室自主研究课题（2013ZC18）
详细信息
    作者简介:

    陈愈炯(1930- ),男,上海人,教授级高级工程师,主要从事土工试验,土的工程性质的研究及土坝工程有关的土力学问题的研究和实践工作。E-mail: joelchen2003 @aliyun.com。

Examples of application of effective stress principle in China

  • State key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100048, China

摘要

    摘要
  • 摘要: 简单叙述黄文熙教授和他指导下的一些岩土工程师,从1954年起就开始为有效应力原理应用于实际工程做准备工作并在1959年正式投入应用的情况。以及他们在研究土的工程性质的过程中,依靠有效应力原理提高洞察力,提出新想法和取得新成果的若干实例。这些实例说明,有效应力原理的重要性往往是在实际工程中得到应用后才逐渐为工程师所认识,因此,多接触实际,时时处处想到利用该原理,才可能取得有价值的结果。
    Abstract: The application of the effective stress principle in engineering projects starting in the early 1950’s carried out by Professor Huang Wen-xi and his fellow engineers is concisely described. Their achievements in exploring mechanical properties of soils with the help of effective stress principle are also introduced. These examples are by no means the only modes of application of this principle, but show that the constant use of the principle in practice is the important way to recognize its powerfulness. Therefore, doing much in engineering practice and using the effective stress principle more frequently may result in fruitful effects.
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    • 参考文献(14)
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    [5] 黄文熙. 水库水位降落对砂质坝壳稳定性影响的研究[R]. 南京: 南京水利实验处, 1954. (HUANG Wen-xi. Effect of drawdown on the stability of the sandy slope of dams[R]. Nanjing: Nanjing Hydraulic Research Institute, 1954. (in Chinese))
    [6] 陈愈炯. 土坝施工期间填土中孔隙压力的估算[R]. 南京: 南京水利实验处, 1954. (CHEN Yu-jiong. Estimation of pore pressure in the fill of dam during constrction[R]. Nanjing: Nanjing Hydraulic Research Institute, 1954. (in Chinese))
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    [12] 丁金粟, 孙亚平. 土体水力劈裂学机理判析[C]// 第五届土力学及基础工程学术会议论文选集. 北京: 中国建筑工业出版社, 1990: 534-542. (TING Jin-su, SUN Ya-ping. Mechanism of hydraulic fracturing of soil[C]// Selected Papers of the 5th Chinese Conference on Soil mechanics and Foundation Engineering. Beijing: China Architecture and Building Press, 1990: 534-542. (in Chinese))
    [13] 陈愈炯, 边京红. 黏性土渠道边坡的形成方式对滑坡的影响[J]. 岩土工程学报, 2013, 35(5): 988-990. (CHEN Yu-jiong, BIAN Jing-hong. Effect of bank forming way on the stability of cohesive canal slope[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 988-990. (in Chinese))
    [14] 王卫东, 李永辉, 吴江斌. 上海中心大厦大直径超长灌注桩现场试验研究[J]. 岩土工程学报, 2011, 33(12): 1817-1826. (WANG Wei-dong, LI Yong-hui, WU Jiang-bin. Field loading tests on long diameter and super-long bored piles of Shanghai center tower[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1817-1826. (in Chinese))
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出版历程
  • 收稿日期:  2014-11-14
  • 发布日期:  2015-09-17

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