Closure to 'Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills' by Y. Chen et al.

Chen Yanbo; Gao Yufeng; Yang Shangchuan; Zhang Fei

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Closure to 'Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills' by Y. Chen et al.

机译：Y. Chen等人对“由粘性回填物组成的三维加固土结构要求的非要求的土工合成强度”的封闭。

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来源
《Geotextiles and Geomembranes》 |2019年第2期|164-165|共2页
作者
Chen Yanbo; Gao Yufeng; Yang Shangchuan; Zhang Fei;
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作者单位

Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, 1 Xikang Rd, Nanjing 210098, Jiangsu, Peoples R China;

Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, 1 Xikang Rd, Nanjing 210098, Jiangsu, Peoples R China;

Southwest Jiaotong Univ, Minist Educ, Key Lab High Speed Railway Engn, Chengdu 610031, Sichuan, Peoples R China;

Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, 1 Xikang Rd, Nanjing 210098, Jiangsu, Peoples R China;

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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种 eng
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专利

1. Discussion on 'Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills' by Y. Chen et al., (2018) doi.org/10.1016/j.geotexmem.2018.08.004 [J] . Utili S. Geotextiles and Geomembranes . 2019,第2期

机译：Y.Chen et al。，（2018）doi.org/10.1016/j.geotexmem.2018.08.004讨论了``由粘性回填组成的三维加筋土结构所需的非结构化土工合成强度要求''
2. Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills [J] . Chen Yanbo, Gao Yufeng, Yang Shangchuan, Geotextiles and Geomembranes . 2018,第6期

机译：由粘性回填组成的三维加固土结构所需的非因数土工合成强度
3. Required strength of geosynthetics for reinforced 3D slopes in cohesive backfills with tensile strength cut-off [J] . Li Z. W., Yang X. L. Geotextiles and Geomembranes . 2019,第6期

机译：具有抗拉强度极限的内聚回填中增强的3D斜坡所需的土工合成材料强度
4. Time-Dependent Load Redistribution in Geosynthetic-Reinforced Soil Walls Considering the Strain Softening of Backfill Soils [C] . Huabei Liu Geotechnical frontiers . 2017

机译：考虑回填土应变软化的土工加筋土墙中随时间变化的载荷重新分布
5. Internal drainage of low permeability backfill soils of geosynthetic reinforced earth walls. [D] . Kim, Chul Woo. 2001

机译：土工合成材料加筋土墙的低渗透性回填土的内部排水。
6. A new type of integral bridge comprising geosynthetic-reinforced soil walls. Tatsuoka, F., Hirakawa, D., Nojiri, M., Aizawa, H., Nishikiori, H., Soma, R., Tateyama, M. and Watanabe, K. (2009).Geosynthetics International, IS Kyushu 2007 Special Issue,16, No. 4, 301–326. [O] . M. Xu, C.R.I. Clayton, A. Bloodworth 2010

机译：一种新型的整体桥，包括土工合成钢筋土壁。 Tatsuoka，F.，Hirakawa，D.，Nojiri，M.，Aizawa，H.，Nishikiori，H.，Soma，R.，Tateyama，M.和Watanabe，K。（2009）.geosynthetics International，是九州2007年问题，16,4,301-326。
7. Strength, and Behavior of Steel Fiber-Reinforced Concrete and Soil Structures Interaction Studies [R] . Ko, H. H. 1987

机译：钢纤维混凝土的强度，性能与土体结构相互作用研究

Closure to 'Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills' by Y. Chen et al.

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