Mechanical Effect of Pre-consolidation Pressure of Structural Behavior Soil
-
摘要: 针对黄土、盐渍土、红土、下蜀土、软土以及添加水泥和石灰固化后的吹填土等特殊土体表现为结构强度高、先期固结压力大,且地表土超固结比十分高,存在随着土层深度的增加,前期固结压力值减小的反常规现象,开展了土体结构力、结构强度和结构性土体等一系列问题的研究。通过对大量试验资料的分析,讨论了影响土体前期固结压力的主要影响因素,包括土体胶结类型、成因特点、原岩结构以及环境等因素;根据原状土和重塑土的圧缩曲线半定量地确定结构强度值;并探讨了结构力的形成机制。研究结果表明:土体结构强度受到影响则导致土体前期固结压力发生改变;前期固结压力实质上是由传统定义上的前期固结压力与结构强度两部分构成;结构力即为颗粒之间形成的固化胶结连结力。最后给出了结构强度和结构性土的定义。Abstract: Special soil such as loess, saline soil, red soil, Xiashu loess, soft soil, or solidified dredger fill, has high pre-consolidation pressure (Pc) and high over-consolidation ratio (OCR), and with the increase of soil depth, the Pc value decreases obviously. To investigate these uncommon facts, soil structure force, structural strength and other issues in structural soils were analyzed. From experimental data, the factors affecting pre-consolidation pressure (Pc) were discussed, including the soil cementation type, soil genesis characteristics, original rock structure and environment. Soil structural strength was determined according to the compression curves of undisturbed and remolded soil, and the formation mechanism of structure force was explored. The results show that those factors affect the soil structure strength, which changes pre-consolidation pressure. It is found that the pre-consolidation pressure includes two parts, the traditional pre-consolidation pressure and soil structural strength; the structure force is the solidified bond strength between particles. Finally, the definitions of structural strength and structural soil were presented.
-
王清,陈剑平. 前期固结压力理论的新认识[J]. 长春地质学院学报,1996,26(1): 59-63. WANG Qing, CHEN Jianping. The new knowledge on theory of pre-consolidation pressure[J]. Journal of Changchun University of Earth Sciences, 1996, 26(1): 59-63. 张先伟,孔令伟. 氧化铁胶体与黏土矿物的交互作用及其对黏土土性影响[J]. 岩土工程学报,2014,36(1): 65-74. ZHANG Xianwei, KONG Lingwei. Interaction between iron oxide colloids and clay minerals and its effect on properties of clay[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 65-74. 王清,孙明乾,孙铁,等. 不同处理方法下吹填土微观结构特征[J]. 同济大学学报:自然科学版,2013,41(9): 1286-1292. WANG Qing, SUN Mingqian, SUN Tie, et al. Microstructure features for dredger fill by different solidified technologies[J]. Journal of Tongji University: Natural Science, 2013, 41(9): 1286-1292. 李新明,孔令伟,郭爱国,等. 超固结比和应力速率影响的膨胀土卸荷力学特性研究[J]. 岩土力学,2013(增刊2): 121-127. LI Xinming, KONG Lingwei, GUO Aiguo, et al. Effects of overconsolidation ratio and stress rate on unloading mechanical behavior of expansive clay[J]. Rock and Soil Mechanics, 2013(Sup.2): 121-127. 王清,刘莹. 结构性土的先期固结压力力学效应[C]//全国岩土与工程学术大会论文集(上册),北京:人民交通出版社,2003: 10-22. 王清,张奇,马玉飞,等. 广西红土击实特性的影响因素及机理分析[J]. 吉林大学学报:地球科学版,2014,44(6): 1960-1965. WANG Qing, ZHANG Qi, MA Yufei, et al. The influence factors of compaction characteristics and mechanism analysis of laterite in Guangxi[J]. Journal of Jilin University: Earth Science Edition, 2014, 44(6): 1960-1965. 周翠英,林春秀. 基于微观结构的软土变形计算模型[J]. 中山大学学报:自然科学版,2008,47(1): 16-20. ZHOU Cuiying, LIN Chunxiu. Research on deformation calculation model of soft soil based on microstructure[J]. Acta Scientiarum Naturalium Universitatis Sunyatseni, 2008, 47(1): 16-20. 杨秀娟,贾永刚,刘红军,等. 黄河三角洲沉积物超固结特征及其成因[J]. 海洋地质与第四纪地质,2009,29(5): 29-34. YANG Xiujuan, JIA Yonggang, LIU Hongjun, et al. Research on consolidation characteristics and origin of the yellow river estuary sediments[J]. Marine Geology Qua Ternary Geology, 2009, 29(5): 29-34. 牛岑岑,王清,谭春,等. 吹填土渗流固结过程微观结构的分形特征[J]. 西南交通大学学报,2012,47(1): 78-83. NIU Cencen, WANG Qing, TAN Chun, et al. Microstructure fractal feature of dredger fill during seepage flow consolidation[J]. Journal of Southwest Jiaotong University, 2012, 47(1): 78-83. 王清,桑伟锋,徐黎明,等. 基于室内模拟实验的软土固结沉降的分形几何[J]. 吉林大学学报:地球科学版, 2011,41(2): 465-470. WANG Qing, SANG Weifeng, XU Liming, et al. Fractal geometry of consolidation settlement of soft soil based on simulation experiment[J]. Journal of Jilin University: Earth Science Edition, 2011, 41(2): 465-470. 李龙起,罗书学,姜红,等. 非饱和红黏土土水特性及强度特征研究[J]. 西南交通大学学报,2014,49(3): 393-398. LI Longqi, LUO Shuxue, JIANG Hong, et al. Soil-water and shear strength characteristics of unsaturated red clay[J]. Journal of Southwest Jiaotong University, 2014, 49(3): 393-398. 马琳. 游离氧化铁对花岗岩残积红土强度增长的试验及本构模型研究[D]. 吉林:吉林大学,2007. 王清,陈剑平,王敏. 长春地区黄土状土湿陷性的初步分析[J]. 吉林地质,1991,10(3): 51-56. WANG Qing, CHEN Jianping, WANG Min. A preliminary study on collapsibility of loess-like soil in Changchun[J]. Jilin Geology, 1991, 10(3): 51-56. 刘莹,王清. 水泥与生石灰处理吹填土对比试验研究[J]. 工程地质学报,2006,14(3): 424-429. LIU Ying, WANG Qing. Laboratory model tests on consolidation of hydraulic fills treated with lime or cement additives[J]. Journal of Engineering Geology, 2006, 14(3): 424-429. 周翠英,谭祥韶,邓毅梅,等. 特殊软岩软化的微观机制研究[J]. 岩石力学与工程,2005,24(3): 394-400. ZHOU Cuiying, TAN Xiangshao, DENG Yimei, et al. Research on softening micro-mechanism of special soft rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(3): 394-400.
点击查看大图
计量
- 文章访问数: 609
- HTML全文浏览量: 83
- PDF下载量: 209
- 被引次数: 0