冻融作用下花岗岩和石英岩的宏观力学性能

黄 世博, 王  斯, 余 进海, 陈 万涛, 邹清 朗*
西藏大学

摘要


寒区冻融循环作用导致岩石劣化损伤,使其孔隙增加,进而在荷载作用下发生破坏。为探究实际工程中不
同岩石在冻融作用下的损伤规律,开展花岗岩与石英砂岩的冻融循环试验、单轴压缩试验,并通过质量变化、应力
应变曲线及宏观微观破坏模式来揭示两种岩石在冻融和荷载的双重耦合作用下的破坏机理。研究结果表明:(1)随
着冻融循环次数增加,岩样的干质量有所下降,饱和质量及吸水率均出现先下降后上升的现象。(2)随冻融时次数
的不断增加,花岗闪长岩其破坏形式由复合拉剪破坏演变为拉伸破坏,石英砂岩破坏模式为复合拉剪破坏,二者抗
压强度均减小,最大应变均增大。

关键词


岩石力学;冻融循环;单轴压缩;岩质边坡

全文:

PDF


参考


[1]彭建兵,崔鹏,庄建琦.川藏铁路对工程地质提

出的挑战[J].岩石力学与工程学报,2020,39(12):2

377–2 389.

[2]WINKLER E M. Frost damage to stone and

concrete:geological considerations[J]. Engineering Geology,

1968,2(5):315–323.

[3]DEPREZ M,DE KOCK T,DE SCHUTTER

G,et al. A review on freeze-thaw action and weathering of

rocks[J]. Earth-Science Reviews,2020,203:103143.

[4]乔趁,王宇,宋正阳,等.饱水裂隙花岗岩周期

冻胀力演化特性试验研究[J].岩土力学,2021,42(8):

2 141–2 150.

[5]Bayram F., 2012. Predicting mechanical strength loss

of natural stones after freeze-thaw in cold regions. Cold Reg.

Sci. Technol. 83-84, 98-102.

[6]Martínez-Martínez J., Benavente D., GomezHeras M., et al. 2013. Non-linear decay of building stones

during freeze-thaw weathering processes. Constr. Build.

Mater. 38, 443-454.

[7]Ghobadi M.H., Babazadeh R., 2015b. Experimental

studies on the effects of cyclic freezing–thawing, salt

crystallization, and thermal shock on the physical and mechanical characteristics of selected sandstones. Rock Mech.

Rock. Eng. 48 (3), 1001-1016.

[8]Mu J.Q., Pei X.J., Huang R.Q., et al. 2017.

Degradation characteristics of shear strength of joints in three

rock types due to cyclic freezing and thawing. Cold Reg. Sci.

Technol. 138, 91-97.

[9]Bayram F., 2012. Predicting mechanical strength loss

of natural stones after freeze-thaw in cold regions. Cold Reg.

Sci. Technol. 83-84, 98-102.

[10]Liu Q.S., Huang S.B., Kang Y.S., et al. 2015.

A prediction model for uniaxial compressive strength of

deteriorated rocks due to freeze-thaw. Cold Reg. Sci.

Technol. 120, 96-107.

[11]李新平,路亚妮,王仰君.冻融荷载耦合作用下

单裂隙岩体损伤模型研究[J].岩石力学与工程学报.2013,

32(11):2 308-2 315.

[12]裴向军,蒙明辉,袁进科,等.干燥及饱水状态

下裂隙岩石冻融特征研究[J].岩土力学,2017,38(7):

1 999-2 006.


Refbacks

  • 当前没有refback。