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STUDY OF A REINFOCEMENT EFFECT OF BEARING CAPACITY ON A GEOGRID-GEOCELL COUPLING METHOD

机译：轴承能力对土工格栅 - 地质蜂窝耦合法的再生效应研究

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Takashi SATOH; Akinori HAZAMA; Noboru TSURUYAMA; Kenji KANEKO; Koji KUMAGAI;
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年度 2011
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1. Bearing capacity analysis of a ground by finite element method: a proposal of an evaluation method of bearing capacity of ground using the consolidation deformation analysis method and an application to undrained bearing capacity analyses [J] . HIGASHI Takahiro, TAKAYAMA Masateru 農業土木学会論文集 . 1998,第4期

机译：地基承载力的有限元分析：建议采用固结变形分析法评价地基承载力，并将其应用于不排水承载力分析
2. Bearing capacity analysis of a ground by finite element method: a proposal of an evaluation method of bearing capacity of ground using the consolidation deformation analysis method and an application to undrained bearing capacity analyses [J] . HIGASHI Takahiro, TAKAYAMA Masateru 農業土木学会論文集 . 1998,第4期

机译：通过有限元方法对地面承载能力分析：使用固结变形分析方法和施加到Undrined轴承能力分析的地面承载能力评价方法的提议
3. Evaluation of the bearing capacity of near-surface soils using integrated methods: A case study of Otukpa, Ogbadibo Lga, Benue state, North-Central Nigeria [J] . Ameh Peter, Igwe Ogbonnaya, Ukah Bernadette Journal of the Geological Society of India . 2017,第1期

机译：综合方法评价近表面土壤承载能力 - 尼日利亚北部欧特帕帕，Ogbadibo LGA，Bonue状态的案例研究
4. Study on influence factors of bearing capacity of water-lubricated thrust bearing and its improving methods [C] . Xia Zhang, Xinrong Wang, Xiaohai Li, International Conference on Manufacturing Science and Engineering . 2012

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5. Laboratory studies on the bearing capacity of unsaturated sands [D] . Li, Xudong 2008

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6. Data for ultimate bearing capacity of concrete-filled steel tubular members and arches by the elastic modulus reduction method [O] . LuFeng Yang, Weiwei Xie, YuFeng Zhao, 2020

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7. CAPACITY ANALYSIS OF SINGLE PILE BEARING CAPACITY BASED ON STATIC METHOD AND N-SPT TEST ON PILE DRIVING ANALYZER TEST (CASE STUDY OF PT. ASAHI FORGE INDONESIA PHASE II PROJECT) [O] . Aseanto Resi 2019

机译：基于静态法和N-SPT试验的单桩承载力容量分析桩散步分析仪试验（PT案例研究。Asahi Forge Indonesia II期项目）

STUDY OF A REINFOCEMENT EFFECT OF BEARING CAPACITY ON A GEOGRID-GEOCELL COUPLING METHOD

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