岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2013年
z2期
100-104
,共5页
风积沙%压实特性%干密度%路基
風積沙%壓實特性%榦密度%路基
풍적사%압실특성%간밀도%로기
aeolian sand%compaction characteristics%dry density%subgrade
沙漠区修筑公路,优质路基填料匮乏。依据就近原则,选用沙漠区储量丰富的风积沙作为路基填料,分析其矿物成分、化学成分、酸碱度、含盐量与级配特征。进一步探究不同试验方法(击实试验、振动台法、表面振动压实仪法)与试验控制条件下,风积沙干密度受因素控制的变化规律与压实特征。风积沙击实曲线与振动压实曲线均呈现“振实-振松-再振实”造成的“多峰”特征,振动法所得干密度一般优于对应含水率条件下击实试验所得干密度。振动台法在风积沙含水率接近饱和时振动的效果最好,风积沙的干密度最大,表面振动压实仪法3层填料的振动压实效果明显好于1层填料方式,进而可用于施工指导。
沙漠區脩築公路,優質路基填料匱乏。依據就近原則,選用沙漠區儲量豐富的風積沙作為路基填料,分析其礦物成分、化學成分、痠堿度、含鹽量與級配特徵。進一步探究不同試驗方法(擊實試驗、振動檯法、錶麵振動壓實儀法)與試驗控製條件下,風積沙榦密度受因素控製的變化規律與壓實特徵。風積沙擊實麯線與振動壓實麯線均呈現“振實-振鬆-再振實”造成的“多峰”特徵,振動法所得榦密度一般優于對應含水率條件下擊實試驗所得榦密度。振動檯法在風積沙含水率接近飽和時振動的效果最好,風積沙的榦密度最大,錶麵振動壓實儀法3層填料的振動壓實效果明顯好于1層填料方式,進而可用于施工指導。
사막구수축공로,우질로기전료궤핍。의거취근원칙,선용사막구저량봉부적풍적사작위로기전료,분석기광물성분、화학성분、산감도、함염량여급배특정。진일보탐구불동시험방법(격실시험、진동태법、표면진동압실의법)여시험공제조건하,풍적사간밀도수인소공제적변화규률여압실특정。풍적사격실곡선여진동압실곡선균정현“진실-진송-재진실”조성적“다봉”특정,진동법소득간밀도일반우우대응함수솔조건하격실시험소득간밀도。진동태법재풍적사함수솔접근포화시진동적효과최호,풍적사적간밀도최대,표면진동압실의법3층전료적진동압실효과명현호우1층전료방식,진이가용우시공지도。
Quality subgrade filler is scare in the construction of highway in the desert area, aeolian sand is selected as subgrade filler which is massive in the desert area, of which the mineral composition, chemical composition, pH, salt content and gradation characteristic are analyzed according to the principle of proximity. The change laws of dry density of aeolian sand and compaction characteristics are explored by using different test methods, i.e. compaction test, shaking table test, surface vibration compactor method, and controlled conditions of test. Compaction curve and vibratory compaction curve of aeolian sand show the multimodal feature of vibration compaction, vibration loose and vibration compaction again;dry density by shaking table test is superior to the density by the compaction test under the same water content ratio. Maximum dry density of aeolian sand is attainted while the water content ratio is close to saturation by shaking table test which vibration effect is best. The effect of vibration compaction by three layers filler is better than one layer filler of surface vibration compactor method. The results can provide guidance for construction.