12米高的塔坐落在岩石的边缘，为了减轻对自然环境的影响，地基采用在岩石上设立简单的锚固点的方式。
The 12 meter high tower is located on the edge of a small rocky outcrop, siting on simple anchor points drill directly into the bedrock to minimise the buildings impact on the natural environment.
工程中常用的抗滑桩和锚固洞的内力计算方法多为地基系数法。
The ground coefficient method is commonly used for internal force calculation for anti-slide piles and anchor caverns.
针对墙体材性的特点，分析了墙体因温度变化引起的裂缝、地基不均匀沉降引起的裂缝、悬挑构件锚固长度不足引起的裂缝。
According to the characteristics of wall materials the cracks caused by the change of temperature, differential settlement of foundation and lack of anchored length are analyzed.
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