Ground mechanical map 22.1.4 Gent Centre, Plate III: Thickness of the Holocene clay sand complex (scan original sheet)

The ground-mechanical maps were drawn up by the Ghent University’s Ground Mechanical Cartering Centre and the Working Group or Commission for Ground-Mechantering (several authors) and issued under the auspices of the National Institute for Land mechanics. Quote from the explanatory texts accompanying the ground mechanical maps: “The ground-mechanical maps meet a need for a summary representation of those components of the geological environment which play a role in land use and influence the design, construction and maintenance of construction works. However, the data provided should not be given absolute accuracy because of the interpolations made when they were prepared. The maps shall provide information on the general geological and soil mechanical condition of the substrate as derived from the tests available at the time of mapping. They are therefore only guiding documents and the authors cannot be held responsible for their possible uses. The ground-mechanical map shall under no circumstances exempt the user from carrying out additional tests on the basis of well-defined projects.’ The ground mechanical map 22.1.4 Ghent Centre, Plate III: Thickness of the Holocene clay sand complex, shell 1: 5000. Explanatory text groundmechanical map 22.1.4 Ghent Centrum (E. De Beer, W. De Breuck, G. De Moor, R. Tavernier, J. Maertens, G. Franceschi and Ph. Van Burm).本地面力学图件（ground-mechanical maps）由根特大学（Ghent University）地面力学制图中心（Ground Mechanical Carting Centre）与地面力学工作组/委员会（多位作者）编制，并由国家陆地力学研究所（National Institute for Land mechanics）主持发布。摘录自该地面力学图件配套说明文本："本地面力学图件旨在综合表征地质环境中对土地利用产生影响、且关乎建筑工程设计、施工与运维的各类组分，以满足相关实践需求。但因图件编制过程中采用了插值处理，故所提供数据不保证绝对精度。本图件将提供编图当时已有测试数据所推导得到的基底总体地质与土力学状况信息，因此仅为指导性文件，作者不对其可能的使用场景承担责任。在任何情况下，本地面力学图件均不得免除用户根据明确的工程方案开展额外测试的义务。"具体图件信息如下：根特中心22.1.4号地面力学图件，第三幅图：全新世黏土砂复合体（Holocene clay sand complex）厚度，图幅比例尺1：5000。配套说明文本：22.1.4号根特中心地面力学图件（作者：E. De Beer、W. De Breuck、G. De Moor、R. Tavernier、J. Maertens、G. Franceschi及Ph. Van Burm）。