揭普高速公路軟土變形特性及工后沉降分析.pdf

1、北京交通大學(xué)碩士學(xué)位論文揭普高速公路軟土變形特性及工后沉降分析姓名：陳尊偉申請(qǐng)學(xué)位級(jí)別：碩士專業(yè)：巖土工程指導(dǎo)教師：曾巧玲張惠明20060301Abst糟ccsaflsojl岫der也eexpIesswayofJiepuissimn盯toot瞻saft∞ilinGua咧ongprovinceT協(xié)ugh衄edeme船ioⅡconsolid拍明把st0ftheofiginal∞ftday卸dlheanalysiscotheresulIoft

2、hesetests，deepefchamcceraboutthephysics粕dmcch柚icsoftheclayism∞arcbed。one0fthemostimpon柚tcoe￡丘cien協(xié)iⅡtlIedispo踞ld鷦ignofsofIdayisc∞蚯cientofcon∞lida曲nC。Ba∞d叩the嘲t俺ctaIId柚lIysistothec0哪咖putationmethodsofconso瑚a婦coefEicient，t

3、llIeepointme也odisavalidoncTkresultcompIl剛bythiswayisclo辯dloIhcⅢsIl量tby曲siIu01，sem商Ⅻu蝴默l岫∞footwayisalsooncvalidme山od，butthe船slIllbythislnelhodisa雌嘲阻脅to嘲吣釧lolida婦澌尉蚰tofJi唧蛐ckyusi|19Ih咒epointmc也0disshown山加畦ghenoughIestsThcO

4、ther哪phasisintlIisanicIeist0analysethe靼。呻doon∞Hdltioncharactefanditse盤edfacIo娼ofJiepusoflclaytllmu曲Ihclabtests，粕aly∞tlle啪瑯u協(xié)虹onmethodsafsecond∞nsolidIationsettIememofthclackoonsolidati0Ⅱdav’∞mmono叫l(wèi)∞lid鰣onclayandover∞n∞l

5、idationcLa％co蚯Hnll塢methodbyYinzcI瑪∞put如rwardo黔simpKnedcomputa如nmelllodofs啪dcon∞lidati咖辯tdem曲LAndthe∞唧u協(xié)tionmethodaboutsec鋤dconsoljdation托boundtimcffancrovef抽“prt潞inadv如ceisbmu曲tfo似wafd1飛ecomputa陸nmethodofIhep【蝴ndjng韉IueI

6、鼬ntisi姒luced艄cofdingt0theco啪刪‰memodofthcsecondsettl嘲entThfou曲th他edem蛐cioncon∞Hda曲nIcsl，tllefheoIo舒ofJiepusoftclayism∞aIched1tisco璐ide地dthatmem卵stagcandjIsmagn扎udeoftheclayinIhisaf啪isdirectlyIelaIedtothe蛐rmuBdngpfess，鞠dth