岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2015年
2期
311-319,324
,共10页
胶结钙质土%人工胶结%三轴试验%循环加载%破坏状态%小应变
膠結鈣質土%人工膠結%三軸試驗%循環加載%破壞狀態%小應變
효결개질토%인공효결%삼축시험%순배가재%파배상태%소응변
cemented calcareous soil%artificially cementation%triaxial compression test%cyclic loading%failure state%small strain
天然胶结钙质土是广泛分布于热带及亚热带海洋中由生物碎屑经碳酸钙胶结或固结而形成的碳酸盐岩类。其独特的工程性质常常给岩土工程设计与施工带来麻烦,也正因此引起了研究者的兴趣并对其开展了较为全面的试验研究工作。针对天然胶结钙质土、人工胶结钙质土的室内试验以及人工胶结钙质土试样的制备等3方面取得的研究进展进行总结回顾,汇总了胶结钙质土的基本应力-应变行为以及围压、初始密度及胶结度等主要参数的影响规律,指出了研究中尚存在的问题,并对胶结钙质土的进一步的研究工作进行了展望。该工作必将对此领域的研究具有借鉴和指导意义。
天然膠結鈣質土是廣汎分佈于熱帶及亞熱帶海洋中由生物碎屑經碳痠鈣膠結或固結而形成的碳痠鹽巖類。其獨特的工程性質常常給巖土工程設計與施工帶來痳煩,也正因此引起瞭研究者的興趣併對其開展瞭較為全麵的試驗研究工作。針對天然膠結鈣質土、人工膠結鈣質土的室內試驗以及人工膠結鈣質土試樣的製備等3方麵取得的研究進展進行總結迴顧,彙總瞭膠結鈣質土的基本應力-應變行為以及圍壓、初始密度及膠結度等主要參數的影響規律,指齣瞭研究中尚存在的問題,併對膠結鈣質土的進一步的研究工作進行瞭展望。該工作必將對此領域的研究具有藉鑒和指導意義。
천연효결개질토시엄범분포우열대급아열대해양중유생물쇄설경탄산개효결혹고결이형성적탄산염암류。기독특적공정성질상상급암토공정설계여시공대래마번,야정인차인기료연구자적흥취병대기개전료교위전면적시험연구공작。침대천연효결개질토、인공효결개질토적실내시험이급인공효결개질토시양적제비등3방면취득적연구진전진행총결회고,회총료효결개질토적기본응력-응변행위이급위압、초시밀도급효결도등주요삼수적영향규률,지출료연구중상존재적문제,병대효결개질토적진일보적연구공작진행료전망。해공작필장대차영역적연구구유차감화지도의의。
The naturally cemented calcareous soil is a carbonate soil or rock cemented by high-magnesium calcite or aragonite. It usually contains a large portion of coral and other tropical marine organism. Its unique engineering properties often result in troubles and difficulties in the geotechnical design and foundation construction. Its characteristics also attract research and experimental interests of many researchers. This paper presents state-of-the-art review of developments of the laboratory tests on both naturally and artificially cemented calcareous soils as well as the sample preparation techniques of artificially cemented soils. The general stress-strain behaviors of the cemented calcareous samples and factors that might affect its characteristics, such as confining pressure, initial sample density, and degree of cementation, are also summarized. The research work that could be improved is also proposed with an objective of providing a research guideline for the further studies of cemented calcareous soils.