软土一维非线性固结近似解析解     

李传勋  王素 《岩土力学》2018,39(10):3548-3554

软土非线性固结变形计算目前还主要依赖于数值方法,致使非线性固结理论的工程应用受到极大限制。引入经典的e-lg?' 和e-lgkv非线性关系,在自重应力均匀分布假定下通过变量代换并利用迭代法给出压缩指数Cc与渗透指数Ck比值不等于1时的非线性固结近似解析解。在Cc /Ck趋近1时本文解与其等于1时的差分解及精确解相差无几。但如果Cc /Ck值偏离1,该近似解会存在一定偏差,且偏差值会随Cc /Ck值偏离1的程度和外荷载增加而逐渐增大。在一般工程荷载作用下,如果Cc /Ck值介于0.9～1.1之间,本文解的平均固结度与差分解间最大偏差在2%左右。当Cc /Ck值在0.75～1.25之间时,本文解的平均固结度与差分解最大偏差在5%左右。如果Cc /Ck值在0.5～1.5之间,本文解的平均固结度与差分解间最大偏差在10%左右。当外荷载一定时,土层的非线性固结速率会随着Cc /Ck值的增大而减慢。如果Cc /Ck<1,土层的非线性固结速率会随外荷载的增大而加快;相反,如果Cc/Ck>1,土层的非线性固结速率会随外荷载增大而减慢。  相似文献   

桶间距对四桶吸力式基础各单向承载力的影响及最优间距的确定     

肖忠  王琰  王元战  刘莺 《岩土力学》2018,39(10):3603-3611

四桶吸力式基础由4个按正方形排列的吸力式桶形基础组成,并通过上部结构连成整体共同承受外部荷载,相比于单桶基础,四桶基础能承受更恶劣的海洋环境荷载,可作为海上风机和海洋平台等结构物的基础,具有广阔的应用前景。为探究饱和软土地基上四桶基础和单桶基础在承载力以及破坏模式方面的关系,优化四桶基础的设计,建立了大量的四桶和单桶基础的三维有限元模型,系统研究了不同基础埋深和土体剪切强度时桶间距对四桶基础各单向承载能力和对应的破坏模式的影响。结果表明,竖向承载力系数受桶间距影响较小,而水平承载力系数受其影响较大,力矩承载力系数受其影响尤为显著;在同一桶间距比时,四桶吸力式基础的各单向承载力系数随基础埋深比的增加逐渐增大,随土体剪切强度不均匀度指标的增大逐渐减小。通过分析四桶基础的各单向承载力、对应的破坏模式和群效应系数,定义了四桶基础的最优桶间距,可为四桶基础桶间距的优化设计提供依据。  相似文献   

软土虹吸排水完整井非稳定流模型及解析解     

吴纲  孙红月  付崔伟  陈永珍  汤碧辉 《岩土力学》2018,39(9):3355-3361

软土地基的处理一直是工程界的难题,大多数处理方式采用排出软土中水的措施。虹吸排水免动力,且操作简单,可以降低地下水。根据该技术的这些优点,可以将其应用于软土地基处理领域。为了得到虹吸排水作用下土体内部的水位及虹吸管内流量的变化,针对软土中地下水运动进行理论分析。基于Theis理论,针对潜水含水层完整井的轴对称井流微分方程,采用Boltzmann变换,推求得到虹吸过程中软土地基中的水位和流量的显式解析解,并进行室内物理模拟试验验证。结果表明,解析解与试验数据较吻合。与前人经典解析解进行对比,表明相对误差绝对值范围为0～15%,误差较小。推导得到的解析解相比经典解析解而言,计算更简单,更有利于工程应用。  相似文献   

软黏土中地下结构浮力测试试验与分析   总被引：2，自引：0，他引：2  

宋林辉  王宇豪  付磊  梅国雄 《岩土力学》2018,39(2):753-758

浮力计算是地下结构抗浮设计的关键,而弱透水黏性土中浮力大小的确定一直存在争议。对此,设计一套免受摩擦力影响的模型试验装置,对埋置于软黏土中的地下结构模型进行浮力测试。试验采用卸重上浮的思路,力学模型简单明确,浮力即等于浮起瞬间的剩余配重,并通过水压和位移的实时监测来判定结构上浮的临界状态。试验结果表明,软黏土中的水压是一个动态变化量,受渗流、温度、卸重回弹以及土-水相互作用的影响,且往往小于理论水压;实测浮力是理论浮力的0.93倍,存在少量折减;水压和位移时程曲线显示上浮过程是持续动态变化的,最终浮起时具有突发性。  相似文献   

鄂尔多斯盆地下白垩统大型类碟状构造的发现及其地质意义^*          下载免费PDF全文

钟建华  倪良田  郝兵  孙宁亮  刘闯  罗可  陈彬  刘圣鑫  邵珠福 《古地理学报》2017,19(1):73-88

在鄂尔多斯盆地北部下白垩统中发现一种特殊的软沉积物变形构造,其与碟状构造非常相似,主要出露于G109国道鄂尔多斯市至杭锦旗段100余千米长的公路两侧的露头剖面中。该类软沉积变形构造岩性为下白垩统的一套黄褐色或灰白色的中厚层砾岩或砂砾岩,在竖直面上其边缘翘起、中部平坦或下凹,故笔者把它称之为“类碟状构造”。类碟状构造特征为: (1)规模总体很大。小型者的宽度一般为1~3,m,高度多为0.5~1.5,m;大型者的宽度一般为5~6,m、最大可近10,m,高度多为1~1.5,m、少数可达2,m;(2)两侧翘起程度不同,包括倾角小于45°的倾斜边、倾角在45°~75°之间的陡斜边、倾角在75°~90°之间的近直立边和倾角大于90°的翻卷边;(3)类碟状构造之间为泄水形成的液化充填体,竖直面上多呈漏斗形和倒三角形;(4)类碟状构造边缘的砾石长轴优势排列方位平行于流动变形方向;(5)类碟状构造常与砂岩岩脉、液化脉、软变形层理或软变形褶皱等共生。(6)底部多为湖相棕红色(有时夹少量灰色)泥岩或砂质泥岩,其由于液化流动而多呈块状,极易破碎。根据上述特征,认为类碟状构造系泥泄水形成的,是受强烈地震扰动所致,地震强度可达8级、甚至9~10级。该地震活动可能与鄂尔多斯盆地北部中生代强烈的构造运动有关。  相似文献   

Development of synthetic soil mixture for experimental shaking table tests on building frames resting on soft soils     

Hamid Reza Tabatabaiefar 《Geomechanics and Geoengineering》2017,12(1):28-35

In this study, a synthetic soil mixture has been developed and proposed for experimental soil-structure interaction shaking table tests on building frames with shallow foundations resting on soft soil deposits. The proposed mix provides adequate undrained shear strength to mobilise the required shallow foundation bearing capacity underneath the structural model while meeting both criteria of dynamic similarity between the model and the prototype to model soft soils in shaking table tests. To find the most appropriate mixture, different mixes with different proportions of mix components were examined in the soils laboratory. Performing bender element tests, the shear wave velocity of the soil specimens was acquired at different cure ages and the results were examined and compared. Based on the test results, a synthetic clay mixture consisting of kaolinite clay, bentonite, fly ash, lime and water has been proposed for experimental shaking table tests.  相似文献   

Numerical prediction of the creep behaviour of an unstabilised and a chemically stabilised soft soil     

《Computers and Geotechnics》2017

This paper examines the ability of volumetric and deviatoric creep laws associated with constitutive models to simulate the creep behaviour of a soft soil in its natural state or chemically stabilised state. Initially, the models/laws are validated by oedometer and triaxial creep tests, for the stabilised and unstabilised soils. Finally, the long-term behaviour of an embankment built on a soft soil reinforced with deep mixing columns is predicted based on the properties for a curing time of 28 days. The results show that the creep phenomenon should be considered in a long-term analysis of deep mixing columns.  相似文献   

Rapid invertebrate responses to macroalgal wrack: two novel field experiments on intertidal mudflats in Southern Australia          下载免费PDF全文

Allyson L. O'Brien  Liz Morris  Michael J. Keough 《Marine Ecology》2017,38(1)

Macroalgal wrack deposition along coasts is highly variable but it plays an important role in the structure and function of marine communities. To date, most research has focused on the effects of decomposing wrack as it assimilates into the system but little is known about the immediate effects of wrack when it is first deposited in the habitat. Freshly deposited wrack may either wash away after a short period (1–2 days) or remain in the habitat and decay depending on tide and weather conditions. To understand the effects of this dynamic resource we experimentally manipulated wrack deposits on intertidal mudflats in Port Phillip Bay, Victoria, Australia. We conducted two experiments using defaunated patches of wrack (300 g wet weight) that were a mixture of seagrass and macroalgae and measured community responses after 2 days. The first experiment included real and artificial wrack patches to differentiate between taxa that responded to the biological and physical structure of the wrack. The second experiment used multiple wrack patches to investigate responses to a focal wrack patch that was surrounded by varying numbers of wrack additional patches (0, 2 or 4 × 300 g wet weight of wrack). Overall, wrack increased abundances of invertebrates and changed their distributions throughout the wrack and underlying sediment habitat. Mechanisms responsible for immediate taxa responses to the wrack related to the physical structure in the habitat and not biological attributes associated with the real patches. Ostracods and leptostracans were the exception to these patterns with colonization only occurring in real wrack and not the artificial wrack. In the multiple patch experiment the majority of the fauna moved vertically into the wrack from the bare sediment and not between surrounding patches of wrack. We suggest that specific characteristics, such as invertebrate mobility, feeding mode and sensitivity to changes in sediment condition, are important factors that influence individual taxa and overall community responses. Understanding the interactive effects of these characteristics with the characteristics of the wrack (magnitude, frequency, spatial arrangement and composition) is the key to developing predictive models that will inform the management of wrack in marine coastal habitats.  相似文献   

Experimental investigation on cyclic deformation behavior of soft marine clay involved principal stress rotation     

Yuke Wang  Yue Qiu  Di Wang 《Marine Georesources & Geotechnology》2017,35(4):571-577

To investigate cyclic deformation behavior of natural soft marine clay-involved principal stress rotation, a series of undrained tests were conducted by using GDS hollow cylinder apparatus. The principal stress rotates 5000 cycles while the deviator stress was kept at a constant level. The tests results show that the deformation behavior of the tested samples are significantly dependent on cyclic stress ratio (CSR). Furthermore, different type of generation of axial strains occur under different CSRs. With the same CSR, the type of axial strain is different between that considering and ignoring principal stress rotation. When CSR is larger than CSR = 0.42 under principal stress rotation, the axial strain grows rapidly after a few cycles. Compared with the results conducted by cyclic triaxial results, the effect of principal stress rotation on the axial strain is significant.  相似文献   

Piled embankment to prevent damage to pipe buried in soft grounds undergoing lateral flow     

Won Pyo Hong 《Marine Georesources & Geotechnology》2017,35(5):719-729

Lateral flow of soft ground occurs when embankment filling is performed on reclaimed land of foreshore. If a utility pipe is buried in soft ground undergoing the lateral flow, severe damage to the pipe can be caused. A pile-supported embankment has been used to support embankment to minimize lateral flow of the soft soil by transferring the embankment loads through the piles to the firm layer. To prevent damage to the buried pipe subjected to lateral force of the soft ground, full-scale field experiments on the piled embankment were conducted for 70 days. The test results show that the piled embankment effectively reduces both the settlements of the ground and the lateral displacements of the buried pipe. Although additional load was not imposed on the embankment after finishing embankment filling, the settlement and lateral displacement of soft ground simultaneously increased. This coupling behavior was observed at the toe of the embankment and the back of the buried pipe. To quantitatively evaluate the coupling effect of the movement, the coupling area (CA) was coined and analyzed with the efficiency of load transfer. The efficiency evaluated by the CA was in good agreement with the efficiency by the soil arching mechanism.  相似文献