{"id":260947,"date":"2024-10-19T17:17:12","date_gmt":"2024-10-19T17:17:12","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-iso-ts-14837-322015\/"},"modified":"2024-10-25T13:00:59","modified_gmt":"2024-10-25T13:00:59","slug":"bsi-pd-iso-ts-14837-322015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-iso-ts-14837-322015\/","title":{"rendered":"BSI PD ISO\/TS 14837-32:2015"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1\tScope 2\tNormative references 3\tSymbols <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4\tTransmission of ground-borne noise and vibration 4.1\tGeneral <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.2\tGround-borne noise versus vibration \u2014 Effect of frequency 5\tParameters for wave propagation in the ground 5.1\tGeneral 5.2\tFundamental wave propagation parameters <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.3\tMaterial loss and non-linearity <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 5.4\tGeometry effects, stratification and lateral variability of the ground <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.5\tNearfield effects 5.6\tAnisotropy <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.7\tGround water effects \u2014 Ground materials as a two-phase medium 6\tMethods for parameter estimation and measurement 6.1\tStratification and classification of the ground: Boring logs and seismic investigations <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6.2\tSoils versus rock 6.3\tEmpirical estimation methods based on index parameters 6.3.1\tGeneral <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 6.3.2\tEffective (bulk) mass density 6.3.3\tWave speeds and elastic shear modulus <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 6.3.4\tNon-linearity and material loss factor <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 6.4\tIndirect determination from geotechnical in-situ penetration tests 6.4.1\tGeneral <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 6.4.2\tCone penetration test 6.4.3\tStandard penetration test <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 6.5\tDirect in-situ measurement of dynamic ground parameters 6.5.1\tGeneral <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 6.5.2\tSurface wave measurements <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 6.5.3\tDown-hole (and up-hole) measurements \u2014 Seismic CPT (S-CPT) <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 6.5.4\tCross-hole measurements <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 6.5.5\tOther measurements \u2014 Refraction and multi-channel p- and s-wave reflection, resistivity <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 6.5.6\tOther in-situ methods 6.6\tLaboratory measurement of dynamic ground parameters 6.6.1\tGeneral <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 6.6.2\tPiezo measurements <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 6.6.3\tResonant column testing <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 6.6.4\tCyclic triaxial, DSS and torsional shear testing 7\tStrategy for ground parameter determination 7.1\tGeneral 7.2\tExpected severity of ground-borne vibration and noise 7.3\tParameter estimation from available information <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 7.4\tSummary of in-situ measurements versus laboratory measurements 7.5\tDirect measurement of vibration and noise propagation as an alternative to measuring dynamic properties and use of calculation models <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Annex\u00a0A (informative) Abbreviations used in this part of ISO\u00a014837 <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Mechanical vibration. Ground-borne noise and vibration arising from rail systems – Measurement of dynamic properties of the ground<\/b><\/p>\n |