Laterally Loading Experimental Study of Bearing Capacity Characteristics of Large-Diameter Bored Cast-in situ Deep and Long Pile
Tóm tắt
Từ khóa
Tài liệu tham khảo
Allotey N, El NMH (2008) A numerical study into lateral cyclic nonlinear soil–pile response. Can Geotech J 45(9):1268–1281
Almeida MA, Miguel MG (2008) Appreciation about flexural rigidity on piles behavior submitted at horizontal load and performed in tropical soil of Brazil. In: Proceedings international conference on geotechnical engineering, ICGE’ 2008, Nouha Editions, Hammamet, pp 203–213
Broms BB (1964) Lateral resistance of piles in cohesionless soils. J Soil Mech Found Div 90(3):123–158
China Academy of Building Research. Technical code for testing of building foundation piles (2003) JGJ106-2003[S]. China Architecture & Building Press, Beijing (in Chinese)
Cox WR, Lyman CR, Berry RG (1974) Field testing of laterally loaded piles in sand. In: Offshore technology conference, offshore technology conference
Heidari M, Jahanandish M, El NH et al (2013) Nonlinear cyclic behavior of laterally loaded pile in cohesive soil. Can Geotech J 51(2):129–143
Heidari M, El NH, Jahanandish M et al (2014) Generalized cyclic p–y curve modeling for analysis of laterally loaded piles. Soil Dyn Earthq Eng 63:138–149
Hsiung YM, Chen YL (1997) Simplified method for analyzing laterally loaded single piles in clays. J Geotech Geoenviron Eng 123(11):1018–1029
Jia QS (1991) Determination of standard value of pile’s lateral bearing capacity and value. Ground Improv 2(4):17–25 (in Chinese)
Kim Y, Jeong S (2011) Analysis of soil resistance on laterally loaded piles based on 3D soil–pile interaction. Comput Geotech 38(2):248–257
Li JG, Ma PX, Liu CL (2007) A study on correlation of proportionality factor of coefficient of subgrade horizontal reaction and pile heads horizontal displacement. Ground Improv 18(3):3–7 (in Chinese)
Li F, Han J, Lin C (2013) Effect of scour on the behavior of laterally loaded single piles in marine clay. Mar Georesour Geotechnol 31(3):271–289
Lin H, Ni L, Suleiman MT et al (2014) Interaction between laterally loaded pile and surrounding soil. J Geotech Geoenviron Eng 141(4):04014119
Ng CWW, Zhang L, Nip DCN (2002) Closure of response of laterally loaded large-diameter bored pile groups. J Geotech Geoenviron Eng 128:964–965
Wang XD, Huang LP (1998) Back-analysising m value of subgrade reaction in Excavation. J Nanjing Archit Civil Eng Ins Nat Sci Ed 2:48–54 (in Chinese)
Wang M, Lou ZG, Li JX, Zhao J (2002) Nonlinear analysis of ‘m’ method for single pile under lateral loading. Rock Soil Mech 23(1):23–30 (in Chinese)
Wang DY, Lan C, He GC et al (2007) Research on lateral support behavior of large diameter rock-socketed cast-in-place piles at river portby laboratory test. Chinese J Geotech Eng 29(9):1307–1313 (in Chinese)
Wu ZG (2008) Determination of coefficient of subgrade horizontal reaction by test. Munic Eng Technol 1:60–61 (in Chinese)
Xu LY, Cai F, Wang GX et al (2013) Nonlinear analysis of laterally loaded single piles in sand using modified strain wedge model. Comput Geotech 51:60–71
Ye WL, Shi BL (2000) A practical non-linear calculation method of pile’s lateral bearing capacity-NL method. Rock Soil Mech 21(2):97–101 (in Chinese)
Zhu Y (2016) Mechanics of materials[M]. Central South University Press, Changsha (in Chinese)