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		题名	作者	年代	出处	被引量
	1	A review on the performance of conventional and energy-absorbing rockbolts显示文摘This is a review paper on the performances of both conventional and energy-absorbing rockbolts manifested in laboratory tests. Characteristic parameters such as ultimate load, displacement and energy absorption are reported, in addition to loadedisplacement graphs for every type of rockbolt. Conventional rockbolts refer to mechanical rockbolts, fully-grouted rebars and frictional rockbolts. According to the test results, under static pull loading a mechanical rockbolt usually fails at the plate; a fully-grouted rebar bolt fails in the bolt shank at an ultimate load equal to the strength of the steel after a small amount of displacement; and a frictional rockbolt is subjected to large displacement at a low yield load. Under shear loading, all types of bolts fail in the shank. Energy-absorbing rockbolts are developed aiming to combat instability problems in burst-prone and squeezing rock conditions. They absorb deformation energy either through ploughing/slippage at predefined load levels or through stretching of the steel bolt. An energy-absorbing rockbolt can carry a high load and also accommodate significant rock displacement, and thus its energy-absorbing capacity is high. The test results show that the energy absorption of the energy-absorbing bolts is much larger than that of all conventional bolts. The dynamic load capacity is smaller than the static load capacity for the energy-absorbing bolts displacing based on ploughing/slippage while they are approximately the same for the D-Bolt that displaces based on steel stretching.	Charlie C.Li Gisle Stjern Arne Myrvang	2014	Journal of Rock Mechanics and Geotechnical Engineering2014，6，4：	19
	2	Support of large rock caverns in norway显示文摘	Einar Broch Arne M Myrvang Gisle Stjern	1996	Tunneling and Underground Space Technology1996，11，1：	1
	3	The influence of blasting on grouted rock bolts显示文摘	STJERN Gisle MYRVANG AITIe	1998	Tunneling and Underground Space Technology1998，13，1：	1
	4	The influence of blasting on grouted rockbohs显示文摘	Gisle Stjern Arne Myrvang	1998	Tunneling and Underground Space Technology1998，13，1：	1
	5	Significant A chivements in Composite Technology in 2001,Qualification and testing of Composite tethers and Riser for Ultra Deep Water显示文摘	TURID STORHAUG GISLE STJERN	2001	Including commenced Field Demonstration at Heidrun TLP2001，，：	1
	6	Support of large rock caverns in Norway显示文摘	Einar Broch Arne M Myrvang Gisle Stjern	1996	Tunnelling and Underground Space Technology1996，11，1：	1
	7	The influence of blasting on grouted rockbolts显示文摘	Gisle Stjern Arne Myrvang	1998	Tunnelling and Underground Space Technology incorporating Trenchless Technology Research1998，，1：	1
	8	The influence of blasting on grouted rock bolts显示文摘	STJERN Gisle MYRVANG Arne	1998	Tunneling and Underground Space Technology1998，13，1：	1
	9	The influence of blasting on grouted rock bolts 显示文摘	Gisle Stjern Arne Myrvang	1998	Tunneling and Underground Space Technology1998，13，1：	1
	10	Myrvang,The influence of blasting on grouted rockbolts显示文摘	Gisle Stjern Arne	1995	Tunneling and Underground Space Technology1995，13，1：	1
	11	The Influence of Blasting on Grouted Rockbohs 显示文摘	Gisle Stjern Arne Myrvang	1998	Tunneling and Underground Space Technology1998，13，1：	1

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