水泥土搅拌桩在基坑支护止水帷幕中的应用

介绍了淤泥、砂含水层基坑止水帷幕的工程实例,通过该成功案例说明在淤泥、细砂存在含水层的情况下做止水帷幕的一种新型方法——水泥土搅拌桩技术。     

蚌埠市淮河南岸某高层建筑CFG桩复合地基应用探讨

以淮河南岸一级阶地某高层建筑采用CFG桩复合地基工程实例,通过利用工程地质参数复核计算、静载荷试验、沉降观测等验证资料,来探讨说明CFG桩复合地基在该区高层建筑使用的安全适用性。     

Gasification biochar as a valuable by-product for carbon sequestration and soil amendment

Thermal gasification of various biomass residues is a promising technology for combining bioenergy production with soil fertility management through the application of the resulting biochar as soil amendment. In this study, we investigated gasification biochar (GB) materials originating from two major global biomass fuels: straw gasification biochar (SGB) and wood gasification biochar (WGB), produced by a Low Temperature Circulating Fluidized Bed gasifier (LT-CFB) and a TwoStage gasifier, respectively, optimized for energy conversion. Stability of carbon in GB against microbial degradation was assessed in a short-term soil incubation study and compared to the traditional practice of direct incorporation of cereal straw. The GBs were chemically and physically characterized to evaluate their potential to improve soil quality parameters. After 110 days of incubation, about 3% of the added GB carbon was respired as CO₂, compared to 80% of the straw carbon added. The stability of GB was also confirmed by low H/C and O/C atomic ratios with lowest values for WGB (H/C 0.12 and O/C 0.10). The soil application of GBs exhibited a liming effect increasing the soil pH from ca 8 to 9. Results from scanning electron microscopy and BET analyses showed high porosity and specific surface area of both GBs, indicating a high potential to increase important soil quality parameters such as soil structure, nutrient and water retention, especially for WGB. These results seem promising regarding the possibility to combine an efficient bioenergy production with various soil aspects such as carbon sequestration and soil quality improvements.     

向家坝二纵围堰柔性结构段基础施工技术初探

向家坝水电站二期纵向围堰上游段座落于厚达45～62 m的覆盖层上，为提高接头段深厚覆盖层地基承载力，且保证导流期不同江水位时的堰体稳定，优化调整方案为，将接头段和导水段改为柔性结构。详细介绍了柔性结构段基础处理中所涉及的施工程序、施工技术和异常情况处理等。二纵围堰经过了2009年和2010年两个汛期的考验，安全监测显示与实际运行表明，柔性结构体结构稳定。将导水结构堰体改为柔性结构体，不仅节约了投资，而且保证了二期截流工程按施工总进度计划实施。     

Design and Engineering of Open Weave Jute Soil Saver for Potential Application in the Field of Soil Erosion Control and Hill Slope Management

Out of several natural agents causing extensive damages to roads, landslides can claim to be a major destroyer. There are several causes for landslides such as hazardous ground conditions, landform configuration adversities, occasionally occurring natural physical forces and anthropogenic impact on the environment. In such vulnerable situations the top soil on hill slopes get disintegrated due to intensive precipitation or shaking due to tremors and eventually flows down rapidly down the slope. The situation deserves the search for a biocover which can reduce the velocity of overland flow and entrap detached soil particles thereby controlling top soil loss. Jute Geotextile (JGT) if properly designed can fulfill the said criteria besides facilitating growth of vegetation. This paper discusses optimization of property parameters of open weave Jute Geotextile in tune with different parameters of design concerning protection of hill slope along with comparative analysis of the results of different tests on one hand and determination of tolerance limit of the prime property parameters of the developed JGT samples, on the other, which have been employed in different case studies to prove their potentiality and technoeconomic viability.     

钻孔灌注桩后注浆技术在太原地区粉土中的应用

以鼎太风华项目为依托,对场地的工程地质概况作了分析,选择了钻孔灌注桩后注浆桩基方案,并对桩基进行了计算设计,阐述了桩基的施工要点、检验要点及后压浆提高单桩竖向承载力的原理,为推广应用该技术奠定了基础。     

新疆大厚度湿陷性黄土地基处理方法研究

本文介绍了新疆地区在大厚度湿陷性黄土区域地基处理方法适用性的探究,根据工程实例归纳总结了不同处理方法的优缺点,总结提出适宜的处理方法及需要考虑各种因素,为相关工程提供借鉴。     

建筑工程地基检测技术要点分析及优化对策

针对建筑工程的地基检测技术进行重点分析,并且相应的提出了检测技术的优化对策,以此来促进建筑工程得以顺利发展。     

生物负载微孔渗水型混凝土对土壤中残留毒死蜱的去除试验

为了解决农村农药面源污染问题，利用小流量渗透法将毒死蜱降解菌负载在微孔渗水型混凝土上，研究不同降雨强度下不同孔隙率混凝土对毒死蜱的降解截留效果。结果表明:对于3种不同透水系数的微孔混凝土，微孔渗水型混凝土负载生物量和生物活性随孔隙率增大呈先升高后降低趋势；对于两种不同的降雨强度，毒死蜱降解率最优的都是孔隙率为48.1%的试样；降雨强度较大时，土壤中毒死蜱析出质量浓度较高，且降雨强度越大析出速度越快，试样对析出的毒死蜱降解效果越差。微孔渗水型混凝土对土壤中残留毒死蜱具有较好的去除效果，材料本身具有高强度、高寿命、低成本等特点，在土壤护坡、河流护岸等方面具有较好的应用前景。