土木工程与管理学报
土木工程與管理學報
토목공정여관이학보
JOURNAL OF HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY·URBAN SCIENCE
2014年
4期
29-32,54
,共5页
卢自立%邓拓%刘文浩%邱汉杰%王光壮%汪华斌
盧自立%鄧拓%劉文浩%邱漢傑%王光壯%汪華斌
로자립%산탁%류문호%구한걸%왕광장%왕화빈
三轴试验%卸荷过程%声发射%破坏特征
三軸試驗%卸荷過程%聲髮射%破壞特徵
삼축시험%사하과정%성발사%파배특정
triaxial test%unloading process%acoustic emission%failure characteristic
山岭隧道工程高地应力岩爆现象的发生受多种因素的影响,其中岩石卸围压过程中的破坏特性是其重要的判别标志之一。本文结合二广高速公路茅田界隧道隧址变质砂岩常规三轴试验不同围压条件下峰前卸围压试验,开展岩石破坏的全过程实验研究,并结合破裂过程的声发射特征探讨了岩石的变形破坏特征,初步分析了卸载破坏诱发岩爆机理基本特征。研究结果表明:随着围压不断的增加,变质砂岩变形特性表现出低围压下的脆性向高围压下塑性的转换,说明围压的增加抑制了岩样的破坏,提高了岩样的承载能力。在相同围压条件下,较快的卸载速率使岩样破坏时释放的能量更小,说明岩样破坏前所能储存的极限储存能更少,这样岩爆就会更容易发生。此外,变质砂岩破坏初期是以张性破坏为主,峰前卸围压,高地应力下变质砂岩表现出张剪性破坏特征,且岩样表现出的脆性随围压强度增大而减小。
山嶺隧道工程高地應力巖爆現象的髮生受多種因素的影響,其中巖石卸圍壓過程中的破壞特性是其重要的判彆標誌之一。本文結閤二廣高速公路茅田界隧道隧阯變質砂巖常規三軸試驗不同圍壓條件下峰前卸圍壓試驗,開展巖石破壞的全過程實驗研究,併結閤破裂過程的聲髮射特徵探討瞭巖石的變形破壞特徵,初步分析瞭卸載破壞誘髮巖爆機理基本特徵。研究結果錶明:隨著圍壓不斷的增加,變質砂巖變形特性錶現齣低圍壓下的脆性嚮高圍壓下塑性的轉換,說明圍壓的增加抑製瞭巖樣的破壞,提高瞭巖樣的承載能力。在相同圍壓條件下,較快的卸載速率使巖樣破壞時釋放的能量更小,說明巖樣破壞前所能儲存的極限儲存能更少,這樣巖爆就會更容易髮生。此外,變質砂巖破壞初期是以張性破壞為主,峰前卸圍壓,高地應力下變質砂巖錶現齣張剪性破壞特徵,且巖樣錶現齣的脆性隨圍壓彊度增大而減小。
산령수도공정고지응력암폭현상적발생수다충인소적영향,기중암석사위압과정중적파배특성시기중요적판별표지지일。본문결합이엄고속공로모전계수도수지변질사암상규삼축시험불동위압조건하봉전사위압시험,개전암석파배적전과정실험연구,병결합파렬과정적성발사특정탐토료암석적변형파배특정,초보분석료사재파배유발암폭궤리기본특정。연구결과표명:수착위압불단적증가,변질사암변형특성표현출저위압하적취성향고위압하소성적전환,설명위압적증가억제료암양적파배,제고료암양적승재능력。재상동위압조건하,교쾌적사재속솔사암양파배시석방적능량경소,설명암양파배전소능저존적겁한저존능경소,저양암폭취회경용역발생。차외,변질사암파배초기시이장성파배위주,봉전사위압,고지응력하변질사암표현출장전성파배특정,차암양표현출적취성수위압강도증대이감소。
Rock burst is a dynamic phenomenon and can be induced by multiple factors in excavation unloading of underground engineering. The process of unloading confining pressure can identify the characteristics of rock fracture. Based on the analysis of actual stress states on surrounding rocks, conventional triaxial and different unloading confining stress tests were conducted after the peak strength of metamorphic sandstones in the Maotianjie tunnel site of the ErGuang highway. The process of rock failure was studied with the monitoring of acoustic emission, while characteristics of rock fracture were analyzed in case of rock bursting. The experiment results show that brittle facture can be identified in a lower confining pressure, and the plastic deformation was the main feature after the increasing of confining pressures. It can be concluded that the capacity of metamorphic sandstone was increased due to the increasing of confining pressures. Meanwhile, a rapid unloading rate can make less energy released for rock fracture, which can induce the occurrence of rock bursting. Furthermore, the metamorphic sandstone can be presented as tensile shear failure in case of a high earth stress if the confining pressure was unloaded after the peak strength, and the brittleness can decrease with the increasing of confining pressures.