| 侧限条件下冲击作用对黏性土变形与强度性状的影响 |
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| 引用本文： | 罗嗣海,巩田捷.侧限条件下冲击作用对黏性土变形与强度性状的影响[J].工业建筑,2011,41(3):81-85. |
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| 作者姓名： | 罗嗣海 巩田捷 |
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| 作者单位： | 1. 江西理工大学,江西赣州,341000
2. 中国大连国际经济技术合作集团有限公司,辽宁大连,116011 |
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| 基金项目： | 国家自然科学基金，江西省自然科学基金，江西省教育厅科技项目 |
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| 摘 要： | 在侧限条件下,对不同饱和度的黏性土进行不同能量的冲击,对冲击后的土样进行侧限压缩试验和直剪试验,研究冲击能量与冲击后土的密度、压缩曲线、压缩模量和强度参数之间的关系,得到了一些有益的认识.
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| 关 键 词： | 冲击作用 黏性土 压缩试验 直剪试验 变形 强度 |
INFLUENCE OF CONFINED IMPACT ON DEFORMATION AND STRENGTH BEHAVIOR OF COHESIVE SOILS |
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| Luo Sihai,Gong Tianjie.INFLUENCE OF CONFINED IMPACT ON DEFORMATION AND STRENGTH BEHAVIOR OF COHESIVE SOILS[J].Industrial Construction,2011,41(3):81-85. |
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| Authors: | Luo Sihai Gong Tianjie |
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| Affiliation: | 1.Jiangxi University of Science and Engineering,Ganzhou 341000,China;2.China Dalian International Economic & Technical Cooperation Group Co.Ltd,Dalian 116011,China) |
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| Abstract: | Confined compressive and direct shear tests were conducted on cohesive soil samples of different saturation degree impacted by different energy.The relationships between the density,compression curve,compression modulus and strength parameters after impact and impact energy were investigated. |
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| Keywords: | impact cohensive soil confined conditions compression test direct shear test deformation strength |
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