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NYC Building Code

§ 1816.2 — § 1816.2

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What is NYC BC § 1816.2?

Quick Answer

This section outlines the parameters to be considered in evaluating liquefaction potential, including peak ground acceleration and effective stress. It specifies that site response analyses may utilize bedrock acceleration time histories and shear wave velocity profiles. Applies to building owners conducting site-specific analyses for liquefaction potential.

General informational summary. Not legal advice for your situation. Consult an attorney before acting on any specific matter.

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1816.2 Site-specific analyses.

BC § 1816.2

In evaluating liquefaction potential, the analysis shall consider the following parameters: peak ground acceleration, earthquake magnitude, magnitude scaling factor, effective stress, hammer energy, cone penetration resistance (where applicable), and fines content. If a site response analysis is conducted, bedrock acceleration time histories and a shear wave velocity profile based on in-situ measurements may be utilized. These analyses may consider the results of laboratory cyclic shear tests. Where borings are drilled for the purpose of site-specific analyses and for the purpose of evaluating liquefaction potential, the drilling and sampling procedures and apparatus shall be in accordance with ASTM D 6066.

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