›› 2017, Vol. 38 ›› Issue (S1): 233-239.doi: 10.16285/j.rsm.2017.S1.028

• 基础理论与实验研究 • 上一篇    下一篇

泥砂互混吹填土自重沉积及颗粒分布规律

乐绍林1,柏 巍2,吴名江1,林融冰2,陈 进1,赵亚峰1   

  1. 1. 武汉二航路桥特种工程有限责任公司,湖北 武汉 430071; 2. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071
  • 收稿日期:2016-07-22 出版日期:2017-06-22 发布日期:2018-06-05
  • 通讯作者: 柏巍,男,1982年生,博士,助理研究员,主要从事红黏土、软弱土等特殊土力学方面的研究工作。E-mail:wbai@whrsm.ac.cn E-mail:yueshaolin@rbse.cn
  • 作者简介:乐绍林,男,1965年生,本科,工程师,主要从事软基处理、泥资源综合利用方向的研究与管理工作
  • 基金资助:

    湖北省科技支撑计划项目(No. 2013BGH006);湖北省自然科学基金(No. 2014CFB370)。

Effect of sand-mud ratio on heterogeneous dredger fill soil and particle distribution under deposited deadweight

YUE Shao-lin1, BAI Wei2, WU Ming-jiang1, LIN Rong-bing2, CHEN Jin1, ZHAO Ya-feng1   

  1. 1. CCCC Road & Bridge Special Engineering Co., Ltd., Wuhan, Hubei 430071, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
  • Received:2016-07-22 Online:2017-06-22 Published:2018-06-05
  • Supported by:

    This work was supported by the Natural Science Foundation of Hubei (2014CFB370) and the Hubei Science and Technology Support Program(2013BGH006).

摘要: 开展大尺寸沉降柱试验,获得不同初始含砂比、不同初始含水率的泥砂互混吹填土在自重作用下的泥面沉降量和沉降速率的基本特征,结合分层抽取法获得试样沿高度方向的密度剖面与颗粒分布变化规律。试验结果表明,泥砂互混吹填土沉积和颗粒分布规律与初始含砂比、初始含水率有较大关系,增加初始含砂比能显著增加沉降量,且存在一个合理含砂比,超过合理含砂比后沉降量反而降低,初始含水率越低该种现象越明显;沉降-时间曲线基本可以分为3个阶段,其中第II阶段呈现出比较明显的非线性特征,随着初始含水率降低,3个阶段和非线性特征逐渐不明显;密度剖面呈阶梯变化特征,并随初始含水率和初始含砂比的降低而逐渐过渡到线性特征;初始含砂比和初始含水率均影响着泥砂互混吹填土的颗粒分布模式,初始含砂比和初始含水率越大越有利于粒径大于0.075 mm的颗粒沉积;初始含砂比越大,底部沉积的粒径小于0.005 mm颗粒相对越多,体现出群体沉降特征。

关键词: 泥砂互混吹填土, 泥面沉降量, 沉降速率, 含砂比, 密度剖面

Abstract: The basic features of the mud surface settlement and the sedimentation rate under the deadweight in heterogeneous dredger fill soil with initial varying sand-mud ratio and initial water content are acquired by means of large size settlement column tests, and the variation of the density profile of the sample is obtained by combining with stratified sampling method. The results show that: heterogeneous dredger fill soil and particles settlement under deposited deadweight have a closer relationship with the initial moisture and sand contents; the higher initial water content, the greater the settlement, the faster the settlement rate; the more sand, the greater settlement. The settlement increase significantly as the sand-mud ratio grows, but the settlement declines as the sand-mud ratio increases when sand-mud ratio is more than 20%; and the lower the initial moisture content, the more obvious the phenomenon. At higher initial moisture content, the settlement-time curve of each sample can be basically divided into three stages; and nonlinear characteristics are obvious in the stage II. As the initial moisture content declines, the three stages and nonlinear characteristic in the settlement - time curve gradually disappear; the lower sand-mud ratio, the more significant linear characteristic in settlement-time curves. Density profile along the height changes a lot at the high moisture content and high sand-mud ratio; and it presents a step-change feature; while it gradually varies linearly as the initial moisture content and the sand-mud ratio declines. Initial moisture content and the sand-mud ratio effect the grain distribution, higher the initial moisture content and the sand-mud ratio is beneficial to (>0.075 mm) sedimentation of particle size greater than 0.075 mm; the higher the sand-mud ratio, the more particle size less than 0.005 mm at the bottom, which shows the feature of group settlement.

Key words: heterogeneous dredged fill, mud surface settlement, sedimentation rate, sand-mud ratio, density profile

中图分类号: 

  • TU 443

[1] 加 瑞 ,张稳军 ,  . ND-CPT测量非均质地层密度剖面的研究[J]. , 2015, 36(S1): 685-690.
[2] 王军保 刘新荣 李 鹏. 用沉降速率比值法计算固结系数的探讨[J]. , 2011, 32(10): 3085-3088.
[3] 孔宪京 ,孙秀丽 ,邹德高 . 垃圾土蠕变-降解特性的室内试验研究[J]. , 2008, 29(2): 337-342.
[4] 刘观仕,孔令伟,丁 锋,顾建武. 高速公路扩建工程软基拓宽的沉降监测与分析[J]. , 2007, 28(2): 331-335.
[5] 曹国强; 张仪萍; 张土乔; 张晓海;. 地基沉降速率与沉降的关系研究及其应用[J]. , 2003, 24(3): 467-470.
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