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重塑黏土空心圆柱试样制备技术改进及应用
引用本文:沈 扬,王保光,陶明安,王 鑫,杜文汉.重塑黏土空心圆柱试样制备技术改进及应用[J].岩土力学,2015,36(Z1):697-701.
作者姓名:沈 扬  王保光  陶明安  王 鑫  杜文汉
作者单位:1. 河海大学 岩土力学与堤坝工程教育部重点实验室,江苏 南京 210098;2. 铁道第三勘察设计院集团有限公司,天津 300142
基金项目:国家自然科学基金高铁联合项目(No.U1134207);国家自然科学基金面上项目(No.51479060)。
摘    要:受大体积制样降低土体均衡性及取芯扰动试样的影响,目前在包括主应力轴旋转等复杂应力路径下所开展的重塑软黏土力学特性试验研究的可靠性有待进一步提高。基于真空预压技术设计了制备重塑样的新型装置及方法,具有渗透排水与内壁成型双重作用的竖向排水体、分级施加真空负压以及多个试样同时制作等部件和技术,可快速制备大量空心圆柱试样,所制试样含水率具有较好的均匀性和一致性,减小了后期取芯对试样造成的扰动。开展了主应力轴旋转路径下的相关验证试验,从土体力学性能方面证明了所制试样用于研究复杂应力路径条件下土体性态演变规律的可靠性,为系统研究软黏土静动力学特性与长期稳定性提供了前提。

关 键 词:重塑软黏土  空心圆柱试样  真空预压  主应力轴旋转  
收稿时间:2015-03-05

Improvement of preparing technique for hollow cylinder specimen of remolded clay and its application
SHEN Yang,WANG Bao-guang,TAO Ming-an,WANG Xin,DU Wen-han.Improvement of preparing technique for hollow cylinder specimen of remolded clay and its application[J].Rock and Soil Mechanics,2015,36(Z1):697-701.
Authors:SHEN Yang  WANG Bao-guang  TAO Ming-an  WANG Xin  DU Wen-han
Institution:1. Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education, Hohai University, Nanjing, Jiangsu 210098, China; 2. China Railway Third Survey and Design Institute Group Corporation, Tianjin 300142, China
Abstract:Under complex stress path including principal stress rotation, the research on remolded soft clay mechanical characteristics needs to improve its reliability, because the large volume’s method of specimen preparation reduces the physical balance and coring operation disturbances the sample. Based on vacuum preloading technology, a new kind of device and method is designed to prepare remolded specimen. The core component is the vertical drain body, which has a dual role of drainage and the inner wall molding. The important technology includes gradation loading of vacuum preloading and simultaneously preparing multiple samples. The method can prepare multiple hollow cylinder specimens quickly; the specimen’s moisture is better uniformity and consistency. This method can reduce the disturbance of the specimen of late coring operation. The verification tests is carried out under principal stress rotation path. The specimen’s reliability is proved, considering aspects of soil mechanical characteristics, when the specimen is applied to studying the of soil behavior evolution law under complex stress path. The specimen also provides the prerequisite for the static and dynamic mechanical characteristics systematic study and long-term stability of soft clay.
Keywords:remolded soft clay  hollow cylinder specimen  vacuum preloading  principal stress rotation  
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