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结合大量不同土性土体的回弹再压缩试验、模型试验,提出再加荷比、再压缩比率的概念,并在此基础上得出了土体再压缩变形的基本规律：当再加荷量为卸荷量的20%时,土样产生的再压缩变形量已接近回弹变形量的40%~50%;当再加荷量为卸荷量的80%时,再压缩变形量与回弹变形量大致相等,则此时回弹变形完全被压缩;当再加荷量与卸荷量相等时,再压缩变形量大于回弹变形量,且再压缩变形的增大程度与土性有关。可见在土样的再压缩过程中,在初始阶段再压缩变形增长速率较大,之后增长速率随着加荷量的增加反而逐渐降低。由此得出土体的再压缩变形发展规律为两阶段线性规律,这一规律具有工程实用意义：基底以下土体的回弹再压缩变形对于减小主群楼之间的差异沉降是一种有利因素;再压缩变形的发展规律为建筑物基底以下土体的回弹再压缩变形而产生的沉降计算提供了依据 相似文献
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载荷试验成果多用于判断土的变形特性和求得土的变形模量、极限荷载等数据。借助卸荷比、回弹比率、再加荷比、再压缩比率等参数对载荷试验成果中的卸荷及再压缩段的变形特征进行分析,发现其发展变化规律与由固结压缩试验得到的规律一致,载荷试验的特点又恰好弥补了固结压缩试验的一些不足,将其成果应用于回弹再压缩变形的计算中是一种有益的探索性研究。结合工程实例,在固结压缩试验数据处理方法的基础上进行合理改进,将载荷试验成果应用于基坑开挖回弹变形与再压缩沉降的计算,计算结果与原有方法的计算结果、工程实测数据对比分析,验证了该种方法的有效性。现有载荷试验数据也有着明显的不足之处,结合变形计算需要,对载荷试验的试验方法提出了改进性意见,为进一步的研究指出了方向。 相似文献
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Jacques Locat Homa Lee Robert Kayen Ken Israel Marie-Claude Savoie Éric Boulanger 《Marine Georesources & Geotechnology》2013,31(2):111-135
As part of the STRATAFORM project, a series of cores were obtained from the Eel River Margin area of Eureka, California. The geotechnical analysis of intact specimens and of reconstituted samples provides some insight on the development of shear strength with burial. The results show the effect of bioturbation in the early part of the lifetime of a sediment. SEDCON tests were used to proposed various relationships which help predict the changes in density, liquidity index, and strength as a function of depth. These relationships are found useful from near the water sediment-interface down to a depth of at least 400 m in the sediment column. 相似文献
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The settlement of a structure founded on clay comprises of immediate and consolidation settlements. In the case of clays, consolidation settlement is more than immediate settlement. The parameters influencing consolidation settlement of a normally loaded clay layer are degree of saturation (S%), void ratio (e) of soil prior to excavation, amount of overburden (σo) removed, amount of rebound and intensity of loading (σ) upon building superstructure. This paper presents the effect of the above parameters on compressibility characteristics of a clay. The different steps undertaken for footing construction were simulated in the laboratory. Remoulded clay samples were prepared from oven-dry fraction passing 425 μm sieve. The density of the samples was kept constant at 13 kN/m3. Degree of saturation was varied at 25%, 50%, 75% and 100%. The surcharge on the samples (overburden in the case of field clay layer) was varied as 25 kPa, 50 kPa and 100 kPa. Compressibility characteristics such as initial compression under the applied surcharge (overburden), rebound upon removal of surcharge and recompression were studied through one-dimensional consolidation tests. The rate and amount of initial compression, rebound, e-σ and e-log σ curves, compression index (Cc), coefficient of compressibility (av) and coefficient of volume compressibility (mv) were studied. 相似文献
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