The settlement performance of stone column foundations

Vibrated stone columns are frequently used as a method of reinforcing soft ground as they provide increased bearing capacity and reduce foundation settlements. Their performance in relation to bearing capacity is well documented, but there is also a need for enhanced understanding of their settlement characteristics, particularly in relation to small-group configurations. This paper presents results obtained from physical model tests on triaxial specimens 300 mm in diameter and 400 mm high. Parameters investigated include column length to diameter ratio, area replacement ratio and single/group configuration. The findings of the work are as follows. The design is flexible: settlement can equally be controlled using short columns at relatively high area replacement ratios, or longer columns at smaller area replacement ratios. An optimum area replacement ratio of 30-40% exists for the control of settlement. The settlement performance of a small column group is highly influenced by inter-column and footing interaction effects.

Internalities and the Foundations of Corporate Governance

This paper considers the potential contained in an 'internalities' approach to corporate governance. Rather than viewing the company as a ‘black box’ that can only be regulated through state action, we argue that corporate governance holds in tension the relationship between investors, managers and the corporate board. It is from that tension that a change in corporate culture will emerge. We argue that a state focus on promoting and managing the dialogical character of corporate governance will limit the negative effects of corporate power