{"title":"基于Novak平面模型的横向各向同性土体中群桩横向动力阻抗研究","authors":"Linchao Liu, Qifang Yan","doi":"10.1155/2023/9132285","DOIUrl":null,"url":null,"abstract":"In order to consider the effect of anisotropy of soil around the pile on the lateral vibration of pile groups, the soil around the pile is regarded as a transversely isotropic medium, and a lateral dynamic interaction model of pile-pile in transversely isotropic soil is established. According to Novak’s plane assumption and wave propagation theory, the lateral vibration of transversely isotropic soil layer is solved by introducing potential function and using mathematical and physical means, and the attenuation function of lateral displacement of free field is given. The Dobry and Dazetas simplified solution of attenuation function is different from that of solution of plane model. The pile-pile horizontal dynamic interaction factor in transversely isotropic soil is obtained by using the initial parameter method and Krylov function. The horizontal dynamic impedance of pile groups is obtained by using the pile-pile superposition principle. The change rule of the lateral displacement attenuation function of transversely isotropic soil with frequency is related to the direction and frequency. The ratio \n \n \n \n G\n \n \n h\n v\n \n \n \n of the shear modulus in the lateral plane to the shear modulus in the vertical plane and the pile spacing \n \n S\n /\n d\n \n have a great impact on the lateral vibration of pile groups, and when the pile spacing is large, the curves of attenuation function varying with frequency fluctuate greatly. The ratio of elastic modulus of pile to vertical plane shear modulus of soil \n \n \n \n E\n \n \n p\n \n \n /\n \n \n G\n \n \n v\n \n \n \n has an effect on the lateral stiffness of pile groups, which is related to frequency, while the effect on dynamic damping is not affected by frequency. The difference of mechanical properties on different surfaces of soil around the pile has a great influence on the lateral vibration of pile groups in transversely isotropic soil, and the influence of the anisotropy on the attenuation function of the lateral displacement and the dynamic impedance cannot be ignored.","PeriodicalId":14766,"journal":{"name":"J. Appl. Math.","volume":"65 1","pages":"9132285:1-9132285:13"},"PeriodicalIF":0.0000,"publicationDate":"2023-03-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Study on the Lateral Dynamic Impedance of Pile Groups in Transversely Isotropic Soil Using Novak's Plane Model\",\"authors\":\"Linchao Liu, Qifang Yan\",\"doi\":\"10.1155/2023/9132285\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In order to consider the effect of anisotropy of soil around the pile on the lateral vibration of pile groups, the soil around the pile is regarded as a transversely isotropic medium, and a lateral dynamic interaction model of pile-pile in transversely isotropic soil is established. According to Novak’s plane assumption and wave propagation theory, the lateral vibration of transversely isotropic soil layer is solved by introducing potential function and using mathematical and physical means, and the attenuation function of lateral displacement of free field is given. The Dobry and Dazetas simplified solution of attenuation function is different from that of solution of plane model. The pile-pile horizontal dynamic interaction factor in transversely isotropic soil is obtained by using the initial parameter method and Krylov function. The horizontal dynamic impedance of pile groups is obtained by using the pile-pile superposition principle. The change rule of the lateral displacement attenuation function of transversely isotropic soil with frequency is related to the direction and frequency. The ratio \\n \\n \\n \\n G\\n \\n \\n h\\n v\\n \\n \\n \\n of the shear modulus in the lateral plane to the shear modulus in the vertical plane and the pile spacing \\n \\n S\\n /\\n d\\n \\n have a great impact on the lateral vibration of pile groups, and when the pile spacing is large, the curves of attenuation function varying with frequency fluctuate greatly. The ratio of elastic modulus of pile to vertical plane shear modulus of soil \\n \\n \\n \\n E\\n \\n \\n p\\n \\n \\n /\\n \\n \\n G\\n \\n \\n v\\n \\n \\n \\n has an effect on the lateral stiffness of pile groups, which is related to frequency, while the effect on dynamic damping is not affected by frequency. The difference of mechanical properties on different surfaces of soil around the pile has a great influence on the lateral vibration of pile groups in transversely isotropic soil, and the influence of the anisotropy on the attenuation function of the lateral displacement and the dynamic impedance cannot be ignored.\",\"PeriodicalId\":14766,\"journal\":{\"name\":\"J. Appl. Math.\",\"volume\":\"65 1\",\"pages\":\"9132285:1-9132285:13\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-03-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"J. Appl. 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引用次数: 1
摘要
为考虑桩周土体各向异性对群桩横向振动的影响,将桩周土体视为横向各向同性介质,建立了横向各向同性土体中桩-桩横向动力相互作用模型。根据Novak的平面假设和波传播理论,引入势函数,运用数学和物理手段求解了横观各向同性土层的横向振动,给出了自由场横向位移的衰减函数。衰减函数的Dobry和Dazetas简化解不同于平面模型的解。采用初始参数法和Krylov函数,得到了横向各向同性土中桩-桩水平动力相互作用系数。利用桩-桩叠加原理,得到了群桩的水平动力阻抗。横向各向同性土的侧向位移衰减函数随频率的变化规律与方向和频率有关。横向剪切模量与竖向剪切模量之比G h v和桩间距S / d对群桩横向振动有较大影响,当桩间距较大时,衰减函数随频率变化曲线波动较大。桩弹性模量与土体竖向剪切模量之比exp / gv对群桩侧移刚度的影响与频率有关,而对动力阻尼的影响不受频率的影响。在横向各向同性土体中,桩周不同土体表面的力学特性差异对群桩的横向振动有很大影响,各向异性对横向位移衰减函数和动力阻抗的影响不容忽视。
Study on the Lateral Dynamic Impedance of Pile Groups in Transversely Isotropic Soil Using Novak's Plane Model
In order to consider the effect of anisotropy of soil around the pile on the lateral vibration of pile groups, the soil around the pile is regarded as a transversely isotropic medium, and a lateral dynamic interaction model of pile-pile in transversely isotropic soil is established. According to Novak’s plane assumption and wave propagation theory, the lateral vibration of transversely isotropic soil layer is solved by introducing potential function and using mathematical and physical means, and the attenuation function of lateral displacement of free field is given. The Dobry and Dazetas simplified solution of attenuation function is different from that of solution of plane model. The pile-pile horizontal dynamic interaction factor in transversely isotropic soil is obtained by using the initial parameter method and Krylov function. The horizontal dynamic impedance of pile groups is obtained by using the pile-pile superposition principle. The change rule of the lateral displacement attenuation function of transversely isotropic soil with frequency is related to the direction and frequency. The ratio
G
h
v
of the shear modulus in the lateral plane to the shear modulus in the vertical plane and the pile spacing
S
/
d
have a great impact on the lateral vibration of pile groups, and when the pile spacing is large, the curves of attenuation function varying with frequency fluctuate greatly. The ratio of elastic modulus of pile to vertical plane shear modulus of soil
E
p
/
G
v
has an effect on the lateral stiffness of pile groups, which is related to frequency, while the effect on dynamic damping is not affected by frequency. The difference of mechanical properties on different surfaces of soil around the pile has a great influence on the lateral vibration of pile groups in transversely isotropic soil, and the influence of the anisotropy on the attenuation function of the lateral displacement and the dynamic impedance cannot be ignored.