CAJ | 학술논문

土的抗剪强度是工程设计中重要的依据指标,同时也是土壤精准耕作,大型农业器具设计的一个基本参数.紫色水稻土长期处于淹水状态,为研究其抗剪强度的水敏感性特征,该文以重庆市合川区钱塘镇大柱村国土整治项目区内紫色水稻土为试样,采用调控含水率变化,通过三轴不固结不排水试验研究其抗剪强度的水敏感性特征,并为实际工程中处理紫色水稻土提出建议.结果表明:1)同一围压下,紫色水稻土的最大主应力差随着含水率的增加而减小;相同含水率下,随着围压的升高最大主应力差增加,但这种增加趋势随土壤含水率的增加而减小.2)当含水率处于界限含水率附近时,抗剪强度随含水率的增减变化较为缓慢;含水率大于某一值后紫色水稻土抗剪强度随含水率增加而减小.3)紫色水稻土的粘聚力随含水率的变化具有明显的峰值,呈先增大后减小的趋势.4)紫色水稻土内摩擦角与含水率之间具有明显的线性负相关性.该研究可为地区农业基础工程的设计到施工,以及工后更好地控制路基路堑的稳定性等提供参考.
토적항전강도시공정설계중중요적의거지표,동시야시토양정준경작,대형농업기구설계적일개기본삼수.자색수도토장기처우엄수상태,위연구기항전강도적수민감성특정,해문이중경시합천구전당진대주촌국토정치항목구내자색수도토위시양,채용조공함수솔변화,통과삼축불고결불배수시험연구기항전강도적수민감성특정,병위실제공정중처리자색수도토제출건의.결과표명:1)동일위압하,자색수도토적최대주응력차수착함수솔적증가이감소;상동함수솔하,수착위압적승고최대주응력차증가,단저충증가추세수토양함수솔적증가이감소.2)당함수솔처우계한함수솔부근시,항전강도수함수솔적증감변화교위완만;함수솔대우모일치후자색수도토항전강도수함수솔증가이감소.3)자색수도토적점취력수함수솔적변화구유명현적봉치,정선증대후감소적추세.4)자색수도토내마찰각여함수솔지간구유명현적선성부상관성.해연구가위지구농업기출공정적설계도시공,이급공후경호지공제로기로참적은정성등제공삼고.
Soil shear strength is one of the most important indicators in engineering design and soil erosion, also an essential parameter for soil precision tillage and design of agricultural machinery and equipment. In the previous work, although the shear strength of several types of soils has been investigated, few of these researches include that of purple paddy soils. Compared with purple soils, purple paddy soils have long been submerged in natural conditions; this special characteristic must have far-reaching influence on the mechanical properties of soils. Therefore, to investigate the water sensitivity of shear strength of purple paddy soils which are widely distributed over the Territorial Management Project in the Dazhu village, Qiantang town, Hechuan district in Chongqing, their shear strength was measured through triaxial test by considering the change of moisture directly, and accordingly some suggestions were put forward in dealing with purple paddy soil for engineering construction. In batch experiment, soil samples collected from the roadbed in the project were first air-dried, and after removal of visible pieces of plant debris and stones, all of the samples were ground to pass a 2-mm sieve for subsamples. According to test requirements, the water content of the subsamples was pre-adjusted to the required values carefully in preparation for triaxial compression test. Then unconsolidated undrained (UU) triaxial compression test was conducted under four different confining pressure (100, 200, 300, 400 kPa) using groups of samples at eight distinctive soil water contents (9%, 11%, 13%, 15%, 17%, 20%, 21% and 23%). The results indicated that: 1) The principal stress of purple paddy soils increases with the decrease of moisture under the same confining pressure, and the principal stress increases with the increasing confining pressure under the same water content, in which the increments become smaller with increasing soil water content. 2) When the water content of purple paddy soil is around a critical value, the variation of shear strength is slight; while the water content is above the critical value, the shear strength of purple paddy soils decrease with increasing water content. 3) The water content of purple paddy soil is of great significance on its cohesion. The number of cohesive strength peaks at 176.2 kPa at 13% and ends at 80.2 kPa at 23%. 4) The internal friction angle is negatively linearly correlated with soil water content (from 30.2°at 9% to 4.9°at 23%). This information confirms that purple paddy soils are water-sensitive, which is also beneficial to the reasonable design of local agricultural infrastructure.