Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method

Soil column is often investigated in the improvement of dredged slurries. Different from the smear zone, the soil column forms gradually and has extremely low permeability. This study presents an analytical solution for soil consolidation considering the increasing radius of the soil column and time-dependent discharge capacity. Based on the solution, the influence of the radius' increase on the consolidation behavior is found significant when the soil column has low permeability and large final radius, and the increase of formation time can lead to the increase of consolidation speed and final consolidation degree.     

未来室内热点增强技术的研究

新业务及终端类型的层出不穷，促使移动数据业务迅速增长，并且大量的业务发生在室内和热点，到目前为止，3GPPLTE—Advanced仍是面向高数据速率，大覆盖的场景，因此在未来的标准化中，引入针对室内热点的优化技术，是业内公认的方向。本文介绍了几种室内热点优化的技术方案。分析了未来标准中需要重点考虑的内容。     

潞安矿区煤田钻井造浆土实验研究

针对潞安矿区煤田钻探造浆用土进行了室内实验测试与分析,通过造浆率的测试和造浆改性实验,得出其造浆率极低、利用常规的方法不能调节现场造浆土造浆性能的结论;实验研究了现场造浆土的矿物成分、粒度成分及其造浆后的失水量、胶体率和比重,得出现场土不适合作为泥浆造浆用土,进而对潞安矿区煤田钻孔造浆土进行了推荐。     

劈裂真空法加固软土地基试验研究

在分析常规真空预压法加固软土地基局限性的基础上，提出了劈裂真空法加固深厚软土地基新技术。介绍了劈裂真空法的基本原理和施工工艺。依托江苏省江海高速公路软基处理项目进行了劈裂真空法与常规真空法加固软土地基的对比试验段工程，对软基加固过程中的真空度、孔隙水压力、地表沉降、深层水平位移和地下水位等进行监测，并通过加固前后现场 CPTU 原位测试、取样和室内土工试验等方法对加固效果对比分析。试验结果表明：劈裂真空法可以提高真空荷载向深层土体的传递效率，提高深部软土的加固效果，进而提高真空预压法的有效处理深度；同时劈裂真空法还可以加速地基固结，缩短地基处理工期，有利于工后沉降的控制。试验工程表明，劈裂真空法是加固深厚软土地基的有效方法，具有很好的工程应用前景。     

Improved spatial resolution in soil moisture retrieval at arid mining area using apparent thermal inertia

A surface soil moisture model with improved spatial resolution was developed using remotely sensed apparent thermal inertia (ATI). The model integrates the surface temperature derived from TM/ETM+ image and the mean surface temperature from MODIS images to improve the spatial resolution of soil temperature difference based on the heat conduction equation, which is necessary to calculate the ATI. Consequently, the spatial resolution of ATI and SMC can be enhanced from 1 km to 120 m (TM) or 60 m (ETM+). Moreover, the enhanced ATI has a much stronger correlation coefficient (R²) with SMC (0.789) than the surface reflectance (0.108) or the ATI derived only from MODIS images (0.264). Based on the regression statistics of the field SMC measurement and enhanced ATI, a linear regression model with an RMS error of 1.90% was found.     

水泥土土工格栅地基处理应用分析

作为一种新的地基处理方法,水泥土土工格栅结构复合地基因工序简单、成本低廉、施工方便、效果理想而被广泛应用。许昌市某22层酒店工程中,采用水泥土土工格栅结构复合地基,减少了挖填土方量,工艺简单,可缩短工期50%,节省造价约30%。     

络合剂强化Fenton法修复有机污染土壤的功效与途径

综述了络合荆强化Fenton法修复有机污染土壤的功效与途径 指出了该领域今后的研究方向。     

Scale effect on the behaviour of geogrid-reinforced soil under repeated loads

One of the most useful geosynthetics in soil reinforcement is geogrid due to its high tensile strength, having a great influence on soil skeleton reinforcement and eventually, increasing bearing capacity of the foundation. In this research, a series of 36 repeated plate load tests have been carried out to investigate the scale effect on geogrid-reinforced soil, tending to further understanding of the behaviour of geogrid-reinforced soil system. Four different soil grains sizes, two different geogrid's aperture sizes (with roughly the same tensile strength) and three different loading plate sizes are the variables considered. During the tests, the applied loading and soil surface settlements were recorded to evaluate the systems' response. As it was expected, the reinforced soil exhibited higher bearing capacity than the unreinforced status, up to 635%. The results show that increasing loading plate size and soils' particle size fortify the response of foundation, especially in reinforced status, against the loading plate penetration. The results further focused on the important role of scale effect on the response of reinforced foundation. It was understood that the optimum nominal aperture size of geogrids should be about 4 times of medium grain size of soil. Also, it was found out that in order to acquisition of highest reinforcement benefits, the footing's width should be in the range 13–25 (20 in average) times of medium grain size of the backfill. Finally, to achieve the best results, it is recommended that the aperture size of geogrids should be selected roughly 0.2 times of footing width.     

某地区盾构施工引起的土层沉降变形分析

为研究盾构施工引起的地面沉降,选取宁波地区有代表性的典型土层,运用经验公式与数值模拟相结合的方法,定性分析了盾构施工扰动引起的各土层沉降曲线形态。提出了初始敏感因子和深度敏感因子的概念,推导得出了各典型土层的敏感因子的初步建议值,详细阐述了地面沉降与盾构埋深的线形相关性。为盾构近距离穿越重大管线或建、构筑物等风险点时穿越土层的选择提供了理论参考,对地铁线路平、纵断面确定具有指导意义。     

联合泡沫混凝土与EPS处理软基模拟研究

简要介绍并对比了泡沫混凝土与EPS材料的基本特性,为进一步减轻路堤对原路基的附加应力,提出联合应用泡沫混凝土与EPS材料处理软基的新方法,并借以规划中的中开高速所得勘察数据为依托,采用理论计算与Midas GTS NX数值模拟计算得出结果并对比分析。