Scattering of SH Waves by a Partially Debonded Cylindrical Inclusion in the Covering Layer

<div>Variation of surface displacement amplitudes <svg height="14.4088pt" id="M319" style="vertical-align:-2.1506pt" version="1.1" viewbox="-0.0498162 -12.2582 29.8804 14.4088" width="29.8804pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M162 -163V703H101V-163H162Z"></path></g><g transform="matrix(.013,0,0,-0.013,3.419,0)"><path d="M962 650H739L732 622L760 619C812 613 819 604 798 552C760 457 671 267 606 131H604L511 638H480L237 131H233L183 554C177 607 183 614 226 619L248 622L257 650H24L17 622C88 615 92 611 103 524L173 -11H203L450 491H453L543 -11H575L839 529C882 609 886 613 953 622L962 650Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,16.088,-5.741)"><path d="M309 -142C211 -61 151 99 151 271S210 601 309 683L288 710C141 611 75 451 75 272V271C75 90 141 -72 288 -169L309 -142Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,19.346,-5.741)"><path d="M329 433H203L239 587L230 596L147 534L123 433H57L30 395L34 388H115L61 129C37 16 59 -12 85 -12C147 -12 222 58 260 98L241 125C212 95 160 62 144 62C132 62 127 71 138 126L192 386L305 394L329 433Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,22.504,-5.741)"><path d="M283 271C283 451 220 610 70 710L48 683C146 603 207 443 207 271S149 -59 48 -142L70 -169C220 -67 283 90 283 271Z"></path></g><g transform="matrix(.013,0,0,-0.013,26.296,0)"><path d="M162 -163V703H101V-163H162Z"></path></g></svg> with <i>x/r</i> for geological combination B with debonded C30 concrete inclusion.</div>

Mathematical Problems in Engineering

fig15

Figure 15

Figure 15: Scattering of SH Waves by a Partially Debonded Cylindrical Inclusion in the Covering Layer 