岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
9期
2479-2485
,共7页
胡海军%蒋明镜%彭建兵%申志福
鬍海軍%蔣明鏡%彭建兵%申誌福
호해군%장명경%팽건병%신지복
黄土%应力路径%孔隙形状%分形维数%热力学模型
黃土%應力路徑%孔隙形狀%分形維數%熱力學模型
황토%응력로경%공극형상%분형유수%열역학모형
loess%stress path%pore shape%fractal dimensions%thermodynamic model
为了解不同黄土孔隙形状复杂程度的差异和应力路径对孔隙形状复杂程度的影响,对两种黄土应力路径前后孔隙分形特征进行了研究。首先比较了3种分维模型所得孔隙分形维数的可靠性,然后选用热力学关系模型,由进汞、退汞试验得到地裂缝区黄土、充填黄土初始样和三轴应力路径试验后的孔隙分布,据此分析了两种土体进汞孔隙和退汞孔隙分形维数的差异和受载后的分形维数变化,根据退汞过程仅管形孔内的汞流出及孔隙由管形孔和球形孔组成的假定,得到了应力路径试验前后孔隙形状的改变。结果表明,热力学关系模型得到的孔隙分形维数合理、可靠。初始状态,原状和重塑充填黄土的孔隙形状比原状和重塑黄土复杂;常规三轴试验后试样孔隙比减少,孔隙分形维数增加,球形孔向管形孔转变;相对于常规三轴压缩试验,减围压三轴压缩试验后试样的孔隙分形维数较小,管形孔占总孔隙的体积比例较少;总体上管形孔的分形维数比球形孔大,且基本不受应力路径的影响,其占总孔隙的体积比例随着试样宏观孔隙比的减少而增加。
為瞭解不同黃土孔隙形狀複雜程度的差異和應力路徑對孔隙形狀複雜程度的影響,對兩種黃土應力路徑前後孔隙分形特徵進行瞭研究。首先比較瞭3種分維模型所得孔隙分形維數的可靠性,然後選用熱力學關繫模型,由進汞、退汞試驗得到地裂縫區黃土、充填黃土初始樣和三軸應力路徑試驗後的孔隙分佈,據此分析瞭兩種土體進汞孔隙和退汞孔隙分形維數的差異和受載後的分形維數變化,根據退汞過程僅管形孔內的汞流齣及孔隙由管形孔和毬形孔組成的假定,得到瞭應力路徑試驗前後孔隙形狀的改變。結果錶明,熱力學關繫模型得到的孔隙分形維數閤理、可靠。初始狀態,原狀和重塑充填黃土的孔隙形狀比原狀和重塑黃土複雜;常規三軸試驗後試樣孔隙比減少,孔隙分形維數增加,毬形孔嚮管形孔轉變;相對于常規三軸壓縮試驗,減圍壓三軸壓縮試驗後試樣的孔隙分形維數較小,管形孔佔總孔隙的體積比例較少;總體上管形孔的分形維數比毬形孔大,且基本不受應力路徑的影響,其佔總孔隙的體積比例隨著試樣宏觀孔隙比的減少而增加。
위료해불동황토공극형상복잡정도적차이화응력로경대공극형상복잡정도적영향,대량충황토응력로경전후공극분형특정진행료연구。수선비교료3충분유모형소득공극분형유수적가고성,연후선용열역학관계모형,유진홍、퇴홍시험득도지렬봉구황토、충전황토초시양화삼축응력로경시험후적공극분포,거차분석료량충토체진홍공극화퇴홍공극분형유수적차이화수재후적분형유수변화,근거퇴홍과정부관형공내적홍류출급공극유관형공화구형공조성적가정,득도료응력로경시험전후공극형상적개변。결과표명,열역학관계모형득도적공극분형유수합리、가고。초시상태,원상화중소충전황토적공극형상비원상화중소황토복잡;상규삼축시험후시양공극비감소,공극분형유수증가,구형공향관형공전변;상대우상규삼축압축시험,감위압삼축압축시험후시양적공극분형유수교소,관형공점총공극적체적비례교소;총체상관형공적분형유수비구형공대,차기본불수응력로경적영향,기점총공극적체적비례수착시양굉관공극비적감소이증가。
In order to study the difference of the pore shape complexity among different loesses and the influence of stress path on the pore shape complexity, the pore fractal features are investigated on two kinds of loesses before and after stress path tests. Firstly, the reliabilities for calculating the fractal dimensions of pore by three fractal models are checked. Then the thermodynamic model is adopted to study the difference of pore fractal dimensions of two different kinds of loesses and the change of pore fractal dimensions after stress path according to the pore distributions of loess and filling loess around ground fissures, which are determined by mercury intrusion and withdrawal test. The change of pore shape is obtained based on the assumption that the pore is composed of sphere-shaped pore and tube-shaped pore. The results indicate that the pore fractal dimensions obtained by thermodynamic model are reasonable and reliability. The initial natural filling loess or initial remoulded filling loess has more complex pore structure compared with natural loess or remoulded loess. The void ratio decreases, the pore fractal dimensions increase and a part of sphere-shaped pores turn into tube-shaped pores after conventional triaxial compression tests. Compared with conventional triaxial compression test, the pore fractal dimensions of the sample and the ratio of the volume of tube-shaped pores to the total volume of pores after reduced confining pressure in triaxial compression test are smaller. In general, the tube-shaped pores possess larger fractal dimensions, the fractal dimensions are almost independent of stress path, compared with sphere-shaped pores, the ratio of the volume of tube-shaped pores to the total volume of pores increases with the decrease of void ratio.