AngM. H.AndeenG. B.Specifying and achieving passive compliance based on manipulator structure. IEEE Trans. Robotics and Automn, 1995, 11 (4), 504–515.
2.
TokudaM.Qualitative measurement by soft-X-ray of crack formation in wood as a result of nailing. 1: Effects of nailing methods and configuration of nails. Mokuzai Gakkaishi, 1994, 40 (2), 119–126.
3.
TokudaM.Qualitative measurement by soft-X-ray of crack formation in wood as a result of nailing. 2: Effects of nailing wood factors on the crack size. Mokuzai Gakkaishi, 1997, 43 (10), 832–838.
4.
ThandavamoorthyT. S.Piling in fine and medium sand - a case study of ground and pile vibration. Soil Dynamics and Earthquake Engng, 2004, 24 (4), 295–304.
5.
BozozukM.FelleniusB. H.SamsonL.Soil disturbance from pile driving in sensitive clay. Can. Geotech. J., 15 (3), 346–361.
6.
IskanderM. G.OlsonR. E.BayJ. A.Design and performance of an electropneumatic pile hammer for laboratory applications. Geotech. Testing J., 2001, 24 (1), 72–82.
7.
ChoeJ.Juvkam-WoldH. C.Pile driving analysis for top hammering and bottom hammering. J. Geotech. and Geoenviron. Engng, 2002, 128 (2), 174–182.
8.
HwangJ. H.LiangN.ChenC. H.Ground response during pile driving. J. Geotech. and Geoenviron. Engng, 2001, 127 (11), 939–949.