岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2009年
7期
2063-2067
,共5页
朱志铎%刘松玉%席培胜%周礼红
硃誌鐸%劉鬆玉%席培勝%週禮紅
주지탁%류송옥%석배성%주례홍
钉形水泥土双向搅拌桩%电阻率%载荷试验%标准贯入击数%无侧限抗压强度
釘形水泥土雙嚮攪拌樁%電阻率%載荷試驗%標準貫入擊數%無側限抗壓彊度
정형수니토쌍향교반장%전조솔%재하시험%표준관입격수%무측한항압강도
T-shaped bidirectional soil-cement deep mixing column%electrical resistivity%loading test%SPT blow count%unconfined compression strength
针对水泥土搅拌桩应用中存在的问题,介绍了最新研制的钉形水泥土双向搅拌桩及其施工工艺.施工质量检验表明,钉形水泥土双向搅拌桩桩体质量好于常规水泥土搅拌桩,钉形水泥土双向搅拌桩单桩及复合地基承载力分别较常规水泥土搅拌桩的单桩及复合地基承载力有较大提高.通过对试验段的观测成果分析,论证了钉形水泥土双向搅拌桩加固软土地基优越的工程特性.
針對水泥土攪拌樁應用中存在的問題,介紹瞭最新研製的釘形水泥土雙嚮攪拌樁及其施工工藝.施工質量檢驗錶明,釘形水泥土雙嚮攪拌樁樁體質量好于常規水泥土攪拌樁,釘形水泥土雙嚮攪拌樁單樁及複閤地基承載力分彆較常規水泥土攪拌樁的單樁及複閤地基承載力有較大提高.通過對試驗段的觀測成果分析,論證瞭釘形水泥土雙嚮攪拌樁加固軟土地基優越的工程特性.
침대수니토교반장응용중존재적문제,개소료최신연제적정형수니토쌍향교반장급기시공공예.시공질량검험표명,정형수니토쌍향교반장장체질량호우상규수니토교반장,정형수니토쌍향교반장단장급복합지기승재력분별교상규수니토교반장적단장급복합지기승재력유교대제고.통과대시험단적관측성과분석,론증료정형수니토쌍향교반장가고연토지기우월적공정특성.
In light of the existing problems in the development of soil-cement mixing piles, T-shaped bidirectional soil-cement deep mixing columns and their construction technology are introduced. Construction quality test results show that the quality of T-shaped bidirectional soil-cement deep mixing columns are better than conventional soil-cement mixing piles. Compared to conventional cement mixing piles composite foundation, the bearing capacity of the pile foundation and composite have improved greatly. Through the observation of the analysis of test site result, the engineering properties and economic benefits of the method that T-shaped bidirectional soil-cement deep mixing columns reinforces soft ground superior are demonstrated.