Determination of Incompressibility (Bulk Modulus), Elasticity (Young’s Modulus) and Rigidity (Shear Modulus) of Uyo and Its Environ, Southeastern Nigeria  

作　　者：Ubong E. Essien Akaninyene Okon Akankpo Magnus U. Igboekwe Emmanuel B. Umoren Ubong E. Essien;Akaninyene Okon Akankpo;Magnus U. Igboekwe;Emmanuel B. Umoren(Department of Science Technology, Akwa Ibom State Polytechnic, Ikot Osurua, Nigeria;Department of Physics, University of Uyo, Uyo, Nigeria;Department of Physics, Michael Okpara University of Agriculture, Umudike, Nigeria)

机构地区：[1]Department of Science Technology, Akwa Ibom State Polytechnic, Ikot Osurua, Nigeria [2]Department of Physics, University of Uyo, Uyo, Nigeria [3]Department of Physics, Michael Okpara University of Agriculture, Umudike, Nigeria

出　　处：《Journal of Geoscience and Environment Protection》2023年第1期127-138,共12页地球科学和环境保护期刊（英文）

摘　　要：In this work, seismic refraction was used to obtain elastic properties (shear modulus (μ), Young modulus (E), Bulk modulus (K) and lithological information in Uyo and its environ as an aid to engineering foundation. Using seismic refraction method, the top and weathered layer of the engineering foundation in the study area was investigated to determine the elastic parameters of top soil and also assess the strength of engineering foundation based on the parameter distribution. A 24-channel signal enhancement seismograph, geophones, sledge hammer and a metal plate (source) for generating seismic waves were used. The study area lies between latitudes 4˚45' and 5˚15'N and between longitudes 7˚45' and 8˚30'E in the Niger Delta region of southern Nigeria. Geologically, the area is located in the Tertiary to Quaternary Coastal Plain Sands (CPS) (otherwise called the Benin Formation) and Alluvium environments of the Niger Delta region of southern Nigeria. Shear Modulus had average values of 0.43 × 10⁸ N/m² and 1.40 × 10⁸ N/m² for layers 1 and 2 respectively. The average values of the Young Modulus for layers 1 and 2 were determined as 2.32 × 10⁸ N/m² and 3.84 × 10⁸ N/m² respectively. The average values of the bulk Modulus for layers 1 and 2 were estimated as 1.52 × 10⁸ N/m² and 4.93 × 10⁸ N/m² respectively.In this work, seismic refraction was used to obtain elastic properties (shear modulus (μ), Young modulus (E), Bulk modulus (K) and lithological information in Uyo and its environ as an aid to engineering foundation. Using seismic refraction method, the top and weathered layer of the engineering foundation in the study area was investigated to determine the elastic parameters of top soil and also assess the strength of engineering foundation based on the parameter distribution. A 24-channel signal enhancement seismograph, geophones, sledge hammer and a metal plate (source) for generating seismic waves were used. The study area lies between latitudes 4˚45' and 5˚15'N and between longitudes 7˚45' and 8˚30'E in the Niger Delta region of southern Nigeria. Geologically, the area is located in the Tertiary to Quaternary Coastal Plain Sands (CPS) (otherwise called the Benin Formation) and Alluvium environments of the Niger Delta region of southern Nigeria. Shear Modulus had average values of 0.43 × 10⁸ N/m² and 1.40 × 10⁸ N/m² for layers 1 and 2 respectively. The average values of the Young Modulus for layers 1 and 2 were determined as 2.32 × 10⁸ N/m² and 3.84 × 10⁸ N/m² respectively. The average values of the bulk Modulus for layers 1 and 2 were estimated as 1.52 × 10⁸ N/m² and 4.93 × 10⁸ N/m² respectively.

关 键 词：Uyo Velocity Seismic Refraction SEDIMENTS V_p/_Vs 

分 类 号：P31[天文地球—固体地球物理学]