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REDUCTION OF EARTH PRESSURE ON RETAINING WALL BY MEANS OF SHORT AND PLANAR REINFORCING MEMBERS UN-CONNECTED TO WALL BACK-FACE

机译：通过短和平坦的加强构件未连接到壁背面的挡土墙上的接地压力

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Masaru Tateyama; Fumio Tatsuoka;
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年度 1987
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1. Active lateral earth pressure of geosynthetic-reinforced retaining walls with inherently anisotropic frictional backfills subjected to strip footing loading [J] . Mirmoazen Seyed Mohamad, Lajevardi Seyed Hamid, Mirhosseini Seyed Mohammad, Computers and Geotechnics . 2021,第Sepa期

机译：具有固有的各向异性摩擦回填的土工合成加强挡土墙的主动横向接地压力经受带状载荷
2. Earth pressure coefficients for reinforcement loads of vertical geosynthetic- reinforced soil retaining walls under working stress conditions [J] . Wang Lei, Liu Huabei, Wang Chunhai Geotextiles and Geomembranes . 2018,第4期

机译：垂直土工合成材料加筋土挡墙在工作应力条件下的加筋荷载土压力系数
3. An analytical method for calculating active earth pressure in reinforced retaining walls subject to a line surcharge [J] . Ali Ghanbari, Mahyar Taheri Geotextiles and Geomembranes . 2012,第OCTa期

机译：线附加费作用下加筋挡土墙主动土压力的分析方法
4. Experimental Research on Earth Pressure of Double-sided Reinforced Earth Retaining Wall [C] . Jun Su, Hongguang Chen International Conference on Technology of Architecture and Structure . 2012

机译：双面钢筋挡土墙接地压力的实验研究
5. Experimental and Numerical Modeling of Seismic Earth Pressures on Retaining Walls with Cohesive Backfills. [D] . Candia, Gabriel Alfonso. 2013

机译：具有粘性回填的挡土墙地震土压力的实验和数值模拟。
6. Borate-Rhamnogalacturonan II Bonding Reinforced by Ca2+ Retains Pectic Polysaccharides in Higher-Plant Cell Walls [O] . Masaru Kobayashi, Hironobu Nakagawa, Tomoyuki Asaka, 1999

机译：硼酸酯-鼠李糖半乳糖醛酸二键的增强 Ca2 +在高等植物细胞中保留果胶墙
7. FINITE ELEMENT ANALYSIS ON INTERACTION BETWEEN EARTH PRESSURE AGAINST REINFORCED RETAINING WALLS AND TENSILEFORCE OF REINFORCEMENTS [O] . Makoto Kawamura, Kojiro Okabayasi 1998

机译：有限元分析与加强挡土墙和增强件的抗挡板相互作用分析
8. Evaluation of Pressure Cells Used for Field Measurements of Lateral Earth Pressures on Retaining Walls. [R] . corbett,david a. coyle,harry m. 1972

机译：用于挡土墙侧向土压力现场测量的压力传感器评估。

REDUCTION OF EARTH PRESSURE ON RETAINING WALL BY MEANS OF SHORT AND PLANAR REINFORCING MEMBERS UN-CONNECTED TO WALL BACK-FACE

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