长江科学院院报
長江科學院院報
장강과학원원보
JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE
2009年
11期
27-30
,共4页
黄斌%聂琼%徐言勇%罗菊
黃斌%聶瓊%徐言勇%囉菊
황빈%섭경%서언용%라국
膨胀土%水泥改性%水泥掺量%龄期
膨脹土%水泥改性%水泥摻量%齡期
팽창토%수니개성%수니참량%령기
expansive soil%cement-modification%blending quantity of cement%curing time
膨胀土是一种特殊的黏性土,具有遇水膨胀、崩解、软化,失水收缩、干裂、硬化等工程特性,膨胀土掺入水泥后其工程特性会发生改良.选取南水北调中线工程南阳段中膨胀土,进行水泥改性研究.通过改性后的自由膨胀率试验,确定水泥的最佳掺量;通过胀缩特性试验,研究水泥改性对降低膨胀潜势的改良效果;并通过无侧限抗压强度、压缩等力学性质试验,研究水泥改性对抑制膨胀土强度软化、模量减小的效果.为膨胀土现场水泥改性的设计施工提供科学的、有价值的依据.
膨脹土是一種特殊的黏性土,具有遇水膨脹、崩解、軟化,失水收縮、榦裂、硬化等工程特性,膨脹土摻入水泥後其工程特性會髮生改良.選取南水北調中線工程南暘段中膨脹土,進行水泥改性研究.通過改性後的自由膨脹率試驗,確定水泥的最佳摻量;通過脹縮特性試驗,研究水泥改性對降低膨脹潛勢的改良效果;併通過無側限抗壓彊度、壓縮等力學性質試驗,研究水泥改性對抑製膨脹土彊度軟化、模量減小的效果.為膨脹土現場水泥改性的設計施工提供科學的、有價值的依據.
팽창토시일충특수적점성토,구유우수팽창、붕해、연화,실수수축、간렬、경화등공정특성,팽창토참입수니후기공정특성회발생개량.선취남수북조중선공정남양단중팽창토,진행수니개성연구.통과개성후적자유팽창솔시험,학정수니적최가참량;통과창축특성시험,연구수니개성대강저팽창잠세적개량효과;병통과무측한항압강도、압축등역학성질시험,연구수니개성대억제팽창토강도연화、모량감소적효과.위팽창토현장수니개성적설계시공제공과학적、유개치적의거.
Expensive soil is a kind of special clay, with engineering features of hydro-expansiveness, disintegration, softening, shrinkage after losing water, drying crack and hardening. When the expensive soil is blended with cement, its engineering features will be improved. The expansive soil of Nanyang section of the Mid - route of South-to-North Water Transfer Project is selected to perform the test of cement-modification in this paper. The optimum blending quantity of cement is determined by free-expansion rate test after the improvement. And the improving effect of reducing swelling potential by cement-modification is studied by tests of expansion and shrinkage. Meanwhile, the reinforcing effect of cement-modification on the suppression of module and strength softening of expansive soil is researched by unconfined compression test and compression test. A scientific and valuable basis is provided for the design and construction of site cement-modification of expansive soil.