Abstract: Purpose – The UK Government has now adopted Private Finance Initiative (PFI) as a major vehicle for the delivery of additional resources to the health sector in order to achieve a greater investment in healthcare facilities. The purpose of this paper is to examine the trends and risk assessment of the PFI in the healthcare sector. Design/methodology/approach – The paper employed secondary data and interviews of key participants in two hospital PFI projects to highlight developments in healthcare PFI and the risk management of hospital projects. Findings – The results show that the use of PFI in the provision of healthcare is increasing in terms of number, capital value and size of projects. What emerged in the healthcare PFI project was a usage of a plethora of risk management techniques, albeit to varying degrees. Experience appeared to be the prime risk assessment technique employed, while risk avoidance was first explored before pricing and allocating any residual risks. “Risk prompts”, such as using checklists and risk registers were also useful in the identification of risks. Among all participants, insurance cover and sub-contracting appear to be the most prominent strategies employed for managing out the risks. Originality/value – The negotiations that precede the signing of a healthcare PFI project contract had an impact on the final choice of facilities or their specifications. The two contracting parties sought a balance between an optimal allocation of risks, choice of facilities and project price. Although the risk management techniques being used are generic in nature, there is still no evidence at the moment to show that these are appropriate for PFI projects. It is important that further investigation is undertaken to assess the level of current skills in risk management techniques to deal with PFI projects and the extent to which these techniques are appropriate to tackle complex healthcare PFI projects. (Emerald Group Publishing Ltd.)

Jute geotextiles are widely used to stabilize steep banks and road cuttings. Jute protects bare surfaces until seeded grass becomes established, then after several years, the jute decays. To evaluate two types of jute geotextiles, eight erosion plots were established in July 1994 at the Hilton Experimental Site, Shropshire, UK. On 10 April 1995, the plots were treated as follows: (1) jute geotextile net; (2) jute mat; (3) perennial rye grass (Lolium perenne); and (4) bare soil, with duplicates of each treatment. Over one year, sediment yields from jute net and jute mat were 1.1% and 1.2%, respectively, of the yield from the bare control. Although both had similar soil protection qualities, runoff was very different. The runoff from the jute net was 35% and the jute mat 247% of the control. Results demonstrate the effectiveness of jute net for erosion and runoff control, while the jute mat may both conserve soil and 'harvest' rain or redirect runoff.

Due to reductions in domestic usage, legislation and changes in fuel use, coal derived particulates in the UK urban atmosphere have been significantly reduced. However, a large increase in road usage and an expansion in the use of diesel engines, has meant that the majority of particulates, now present in the urban atmosphere, originate from vehicle exhausts. Particulate matter, resulting from coal combustion, has been recorded as being present in black patinas observed on some historic stone buildings and monuments and has been associated with accelerated weathering of stone surfaces as a result of enhanced gypsum formation. In contrast, the effects of particulates resulting from vehicle exhaust on stone are much less understood. To investigate this, a comparative study was undertaken using the technique of microcatchments under ambient atmospheric conditions. This compared the elemental composition and volume of precipitation runoff from Portland Limestone coated with three different particulate treatments. Treatments consisted of coal and diesel particulates, both separately and in combination. Combining these treatments attempts to investigate any synergistic effects that may occur when coal derived particulates are overlain by layers formed by particulates from more contemporary sources. It was found that diesel-coated samples were much darker in appearance and showed a significant reduction (P < 0.05) in the overall rate of weathering loss when compared to untreated samples. Microcatchment runoff volume was reduced from diesel-coated Portland Limestone compared to untreated stone. Enhanced surface temperatures may be increasing the rate of moisture loss from the pore network between rainfall events. Since, generally, the pores must be full before runoff can occur, the reduction may be due to the differential volume of empty pore space between diesel-coated and untreated Portland Limestone.

This book breaks new ground by creating a framework to understand clients' actions and needs. Most construction management books focus on improving the construction process; this one focuses on a better engagement with the client. It challenges conceptions of both the construction industry and clients' businesses so that a more effective process and greater client satisfaction can be achieved. The book suggests that 'buildings are not about building but about changing and developing the client'. The technical, organisational and psychological aspects of this are described and analysed in detail so that current experience can be explained and better practice determined. The book offers well-researched information about clients in a number of sectors - developers, supermarkets, NHS, government, airports and housing associations - which will help you understand what these client's business or service needs are and how construction fits into this. It demonstrates how to develop an appreciation of the client's perspective with a toolkit for ensuring successful client engagement. This makes Understanding the Construction Client a user-friendly and practical guide, as well as significant text for academia. (Blackwell Publishing)

Some 30% of world arable land has become unproductive, largely due to soil erosion. Considerable efforts have been devoted to studying and controlling water erosion. However, there remains the need for efficient, environmentallyfriendly and economically-viable options. An innovative approach has used geotextiles constructed from Borassus aethiopum (Black Rhun Palm of West Africa) leaves to decrease soil erosion. The effectiveness of employing palmmats to reduce soil erosion have been investigated by measuring runoff, soil loss and soil splash on humid temperate soils. Twelve experimental soil plots (each measuring 1.0 x 1.0 m) were established at Hilton, east Shropshire, UK, to study the effects of geotextiles on splash erosion (six plots completely covered with Borassus mats and six non-protected bare soil plots). Soil splash was measured (10/06/02-09/02/04; total precipitation = 1038 mm) by collecting splashed particles in a centrally positioned trap in each plot. An additional field study (25/03/02-10/05/04; total precipitation = 1320 mm) of eight experimental runoff plots (10 x 1 m on a 15o slope) were used at the same site, with duplicate treatments: (i) bare soil; (ii) grassed, (iii) bare soil with 1 m palm-mat buffer zones at the lower end of the plots and (iv) completely covered with palm-mats. Runoff volume and sediment yield were measured after each substantial storm. Results indicate that total splash erosion in bare plots was 34.2 g m-2 and mean splash height was 20.5 cm. The use of Borassus mats on bare soil significantly (P<0.05) reduced soil splash height by ~31% and splash erosion by ~50%. Total runoff from bare plots was 3.58 L m-2 and total sediment yield was 8.58 g m-2. Thus, application of geotextiles as 1 m protective buffer strips on bare soil reduced runoff by ~36% and soil erosion by ~57%. Although total soil loss from the completely covered geotextile plots was ~16% less than the buffer zone plots, total runoff volume from the completely covered plots was ~94% more than the buffer zone plots. Thus, palm-mat (buffer strips) cover on vulnerable segments of the landscape is highly effective for soil and water conservation on temperate loamy sand soils.

Globalization of the world economy demands that performance comparisons are undertaken at an international level. A new research protocol has been developed for comparing contractor performance internationally by combining the appropriate characteristics of two established approaches in order to balance the requirements of comparability and representativeness. This new approach is used to reveal some important international performance characteristics among Japanese, UK and US contractors. Building costs in the UK, when adjusted for exchange rate fluctuations, are significantly higher than those in Japan and the USA. Furthermore, cost certainty and client satisfaction are higher in Japan than in the UK, but there is no significant difference between Japan and the USA. Disparities in cost performance between the three countries are believed to originate from differences in the relationships between contractors and clients and also in the construction process. (Routledge)

The valuation of variations has been recognised as a prime cause of conflict and dispute in construction management. Such disputes often concern the prices and/or rates to be applied to the varied works. Previous research has identified the subjectivity of the decision-maker in interpreting the valuation rules to be the major problem, particularly with regard to defining the work conditions and/or characteristics during a variation event. Findings of a survey, conducted to elicit the views and perceptions of experienced practitioners towards interpreting the valuation rules are presented. The development of a decision-making tool based on a robust framework for valuing variations in civil engineering projects is described. The tool was developed by analysing changes in various decision attributes. The result of the changes was then mapped to relevant sets developed using fuzzy-logic principles. Various operators were used to perform the fuzzy-aggregation operation. The modelling technique was demonstrated to be reliable in replicating the decision-making process performed by experienced practitioners. As such is considered a suitable aid for decision-making involved in valuing variations on civil engineering works. The results of the analysis reported here have suggested the fuzzy-logic as an appropriate tool to model human decision-making, particularly in valuing variations on civil engineering works. This is considered an essential progress of the current study in modelling human decision-making process, particularly since there are so many unknown aspects associated with such a process. The modelling technique successfully developed here is then used as the main algorithm for decision-making in the subsequently developed Knowledge Based System (KBS) which is intended to assist practitioners minimise conflict and dispute arising from the valuation of variations.

CONTENTS: . Stone Weathering and Urban Particulate Pollution in the UK: David E. Searle and David J. Mitchell . Urban Pollution and Stone Weathering in the Black Country: David E. Searle and David J. Mitchell . Potential for Building Stone Soiling from Vehicle-related Pollutants Along-side a Busy Road: Paul Giess and Vaughan Shilton . Weathering of Rocks by Lichens with Special Reference to Stonework: A Review: M.J. Wilson . Experimental Studies of Rock Weathering by Plant Roots: Updating the Work of Julius Sachs (1832-1897): D.N. Mottershead and H.A. Viles . Comparison of the Process of Decay of Two Limestones in a Polluted Urban Environment: A. Török . Initial Stages of Sandstone Decay in a Polluted Urban Environment: Alice V. Turkington . Role of NO2 and SO2 on the Degradation of Limestone: G.C. Allen et al. . Dry Deposition of SO2 on Carbonate Stone: An Overview of Laboratory Studies: Elizabeth A. Bede . Development and Potential Uses of Computer Simulation Techniques in the Study of Rock Weathering: Sarah Antill and Heather (H.A.) Viles . Comparative Assessment of Decay and Soiling of Masonry: Methodology and Analysis of Surveyor Variability: Jonathan Ball and Maureen E. Young . Colour Changes of Portland Stone: A Study of the Victoria and Albert Mu-seum Façade 1989-1998: Boris Pretzel . Representing Surface Loss on Gravestones: Does the Mean Mean Anything: Rob Inkpen et al. . Depth Profiling of Soluble Salts in Scottish Sandstone Buildings: Maureen E. Young and Pauline E. Cordiner . Local Variability of Marine Influence on Coastal Rock Weathering Rates: A Long-term Study: D.N. Mottershead . International Implications of Atmospheric Pollution on Stone: David J. Mitchell

Provisions of JCT standard form on variations, including variations allowed, challenging variations and general scheme for valuation of variations, giving guidance on practical implications and how to deal with potential pitfalls.